HomeMy WebLinkAboutBlue Bay Townhomes - TRC Plan SetOK 12
OK 12OK 12
PN 22
OK 8
PN 22
OK 15PN 26
PN 26
OK 8
PN 24
MG 8
OK 8
OK 8 OK 8
OK 12
OK 12
OK 12OK 10OK 12
OK 10
MG 4
PN 24
PN 26MG 6
OK 13
MG 4 OK 12
OK 12OK 12
OK 12
OK 12OK 12
GM 12
GM 10GM 10GM 8PN 30
PN 36OK 10OK 10OK 10 GM 15
GM 17GM 15GM 13
GM 13GM 10GM 13GM 12PN 26OK 8OK 12
OK 15
OK 14OK 12OK 12
MG 8
GM 12GM 10
MG 6OK 8
OK 8OK 12
OK 12
OK 15MG 6OK 8OK 10
OK 10OK 10OK 12GM 12OK 10OK 8
GM 12
GM 12GM 15OK 8
OK 10
OK 15OK 12
OK 10GM 10GM 10
OK 8
OK 8
GM 10 GM 10GM 13GM 10
PN 15
PN 13GM 18PN 20PN 20PN 13PN 12
PN 16PN 17PN 17PN 12
CE 8
MA 8
CE 10
PN 12PN 12
PN 14
PN 13PN 13OK 10PN 13PN 14PN 12PN 13
PN 18PN 14
PN 20
PN 12PN 12PN 14PN 14
OK 20
GM 18
PN 24
OK 10
CE 12
CE 8
CH 10
OK 16OK 11
INV=25.78
INV=25.72
18 RCP
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C0.0
VICINITY MAP
1"=1000'
PROPOSED USE:
PROJECT:
SITE DATA
ENGINEER:
TOTAL SITE AREA:
PROPERTY LOCATION:
DEVELOPER:
RESIDENTIAL
BLUE BAY TOWNHOMES
JOHN WALL, PE
PHONE: 910-746-1174
WILMINGTON, NC 28403
430 EASTWOOD ROAD
TIMMONS GROUP
EMAIL: JOHN.WALL@TIMMONS.COM
D.R. HORTON
6752 PARKER FARM DRIVE, SUITE 210
5735 BLUE CLAY RD
WILMINGTON, NC 28403
GRAYSON MORGAN
TECHNICAL REVIEW COMMITTEE SUBMITTAL
NEW HANOVER COUNTY, NORTH CAROLINA
49.38 AC.
ZONING:RMF-L (PERFORMANCE RESIDENTIAL)
EXISTING USE:VACANT
BLUE BAY TOWNHOMES
GAMORGAN@DRHORTON.COM
PHONE: 910-602-8215
1" = 1000'OWNER:BLUE TANK LLC
24 BACKFIN PT
WILMINGTON, NC 28411
PID: R01100-008-010-000
(CONDITIONALLY REZONED WITH CASE
NUMBER Z23-12 ON 8/7/2023)
CLASS IV SOILS:2.11 AC.
NET AREA:47.27± AC.
BLUE TANK LLC
24 BACKFIN PT
WILMINGTON, NC 28411
PID: R01100-008-010-000
D.B.6225, PG 1478
ZONING: I-1
AREA: 49.39 AC
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 ONSITE EXISTING CONDITIONS AND DEMOLITION PLAN
C1.1 OFFSITE EXISTING CONDITIONS AND DEMOLITION PLAN
C2.0 OVERALL SITE PLAN
C2.1 DETAILED SITE PLAN - SHEET 1 OF 3
C2.2 DETAILED SITE PLAN - SHEET 2 OF 3
C2.3 DETAILED SITE PLAN - SHEET 3 OF 3
C3.0 OVERALL UTILITY PLAN
C3.1 DETAILED UTILITY PLAN - SHEET 1 OF 3
C3.2 DETAILED UTILITY PLAN - SHEET 2 OF 3
C3.3 DETAILED UTILITY PLAN - SHEET 3 OF 3
C3.4 SANITARY SEWER SCHEDULE
C4.0 OVERALL GRADING PLAN
C4.1 DETAILED GRADING PLAN - SHEET 1 OF 3
C4.2 DETAILED GRADING PLAN - SHEET 2 OF 3
C4.3 DETAILED GRADING PLAN - SHEET 3 OF 3
C4.4 STORM SEWER SCHEDULE
C4.5 DETAILED PARKING LOT SPOT SHOT PLAN - SHEET 1 OF 4
C4.6 DETAILED PARKING LOT SPOT SHOT PLAN - SHEET 2 OF 4
C4.7 DETAILED PARKING LOT SPOT SHOT PLAN - SHEET 3 OF 4
C4.8 DETAILED PARKING LOT SPOT SHOT PLAN - SHEET 4 OF 4
C5.0 OVERALL STAGE I EROSION CONTROL PLAN
C5.1 DETAILED STAGE I EROSION CONTROL PLAN - SHEET 1 OF 6
C5.2 DETAILED STAGE I EROSION CONTROL PLAN - SHEET 2 OF 6
C5.3 DETAILED STAGE I EROSION CONTROL PLAN - SHEET 3 OF 6
C5.4 DETAILED STAGE I EROSION CONTROL PLAN - SHEET 4 OF 6
C5.5 DETAILED STAGE I EROSION CONTROL PLAN - SHEET 5 OF 6
C5.6 DETAILED STAGE I EROSION CONTROL PLAN - SHEET 6 OF 6
C5.7 OVERALL STAGE II EROSION CONTROL PLAN
C5.8 DETAILED STAGE II EROSION CONTROL PLAN - SHEET 1 OF 6
C5.9 DETAILED STAGE II EROSION CONTROL PLAN - SHEET 2 OF 6
C5.10 DETAILED STAGE II EROSION CONTROL PLAN - SHEET 3 OF 6
C5.11 DETAILED STAGE II EROSION CONTROL PLAN - SHEET 4 OF 6
C5.12 DETAILED STAGE II EROSION CONTROL PLAN - SHEET 5 OF 6
C5.13 DETAILED STAGE II EROSION CONTROL PLAN - SHEET 6 OF 6
C5.14 EROSION CONTROL NOTES AND DETAILS
C5.15 EROSION CONTROL NOTES AND DETAILS
C5.16 EROSION CONTROL NOTES AND DETAILS
C5.17 EROSION CONTROL NOTES AND DETAILS
C6.0 PRE-DEVELOPMENT HYDROLOGY PLAN
C6.1 POST-DEVELOPMENT HYDROLOGY PLAN
C6.2 MINOR HYDROLOGY PLAN - SHEET 1 OF 3
C6.3 MINOR HYDROLOGY PLAN - SHEET 2 OF 3
C6.4 MINOR HYDROLOGY PLAN - SHEET 3 OF 3
C6.5 BYPASS CULVERTS HYDROLOGY PLAN
C7.0 ROAD A PLAN & PROFILE - STA. 10+00 TO STA. 21+25
C7.1 ROAD A PLAN & PROFILE - STA. 21+25 TO STA. 32+92.78
C7.2 ROAD B PLAN AND PROFILE
C7.3 ROAD C & D PLAN AND PROFILE
C7.4 ROAD E PLAN AND PROFILE
C7.5 ROAD F PLAN AND PROFILE - STATION 9+00 TO 22+00
C7.6 ROAD F PLAN AND PROFILE - STATION 21+50 TO 30+25
C7.7 ROAD G & H PLAN AND PROFILE
C8.0 SCM 1 PLAN & PROFILE
C8.1 SCM 2 PLAN & PROFILE
C8.2 SCM 3 PLAN & PROFILE
C8.3 SCM 4 PLAN & PROFILE
C8.4 SCM 5 PLAN & PROFILE
C8.5 SCM NOTES AND DETAILS
C9.0 STORM SEWER OUTFALL PROFILES - SHEET 1 OF 4
C9.1 STORM SEWER OUTFALL PROFILES - SHEET 2 OF 4
C9.2 STORM SEWER OUTFALL PROFILES - SHEET 3 OF 4
C9.3 STORM SEWER OUTFALL PROFILES - SHEET 4 OF 4
C10.0 OVERALL TREE MITIGATION PLAN
C10.1 DETAILED TREE MITIGATION PLAN - SHEET 1 OF 3
C10.2 DETAILED TREE MITIGATION PLAN - SHEET 2 OF 3
C10.3 DETAILED TREE MITIGATION PLAN - SHEET 3 OF 3
C10.4 DETAILED OFFSITE TREE MITIGATION PLAN - SHEET 1 OF 3
C10.5 DETAILED OFFSITE TREE MITIGATION PLAN - SHEET 2 OF 3
C10.6 DETAILED OFFSITE TREE MITIGATION PLAN - SHEET 3 OF 3
C10.7 TREE REMOVAL AND MITIGATION TABLES
C10.8 TREE REMOVAL AND MITIGATION TABLES
C11.0 OVERALL LANDSCAPE PLAN
C11.1 DETAILED LANDSCAPE PLAN - SHEET 1 OF 3
C11.2 DETAILED LANDSCAPE PLAN - SHEET 2 OF 3
C11.3 DETAILED LANDSCAPE PLAN - SHEET 3 OF 3
C11.4 LANDSCAPE NOTES AND DETAILS
C12.0 SITE NOTES AND DETAILS
C12.1 SITE NOTES AND DETAILS
C12.2 UTILITY NOTES AND DETAILS
C12.3 UTILITY NOTES AND DETAILS
C12.4 UTILITY NOTES AND DETAILS
C12.5 UTILITY NOTES AND DETAILS
C12.6 STORM SEWER NOTES AND DETAILS
C12.7 STORM SEWER NOTES AND DETAILS
C12.8 STORM SEWER NOTES AND DETAILS
C12.9 STORM SEWER NOTES AND DETAILS
C12.10 STORM SEWER NOTES AND DETAILS
PS1.0 OVERALL SITE LAYOUT
PS1.1 PUMP STATION OVERALL PLAN VIEW
PS1.2 PUMP STATION PLAN AND SECTIONS
PS1.3 INITIAL DESIGN PUMP STATION CALCULATIONS
PS1.4 INITIAL DESIGN PUMP STATION CALCULATIONS
PS1.5 FORCEMAIN PLAN AND PROFILE
PS1.6 FORCEMAIN PLAN AND PROFILE
PS1.7 FORCEMAIN PLAN AND PROFILE
PS1.8 FORCEMAIN PLAN AND PROFILE
PS1.9 FORCEMAIN PLAN AND PROFILE
PS1.10 DETAILS
PS1.11 DETAILS
PS1.12 DETAILS
PS1.13 DETAILS
18" RCP
INV=23.73
INV=22.86
INV=25.78
INV=25.72
18
R
C
P
INV=17.54
72" CMP
18
"
R
C
P
INV=21.98
INV=22.43
INV=19.55
INV=20.21
INV=23.98
INV=23.97
INV=24.90
INV=24.90
18"
R
C
P
18"
R
C
P
INV=23.62
INV=22.63
INV=22.63
INV=22.25
INV=22.38
INV=22.64
18
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18"
R
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18
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R
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18" RCP
12
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R
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18
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15
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R
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INV=21.25
INV=20.99
18
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INV=22.74
INV=23.23
INV=23.39
18
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15
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R
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INV=24.26
INV=24.75
INV=23.99
INV=24.17
15
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R
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P
DI
RIM=25.94
IN(N)=22.39
IN(S)=22.04
OUT=21.99
DI
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IN(N)=22.73
IN(W)=22.58
OUT=22.4812" RCP 6"
P
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INV=22.36
END UKNOWN
END UKNOWN
DI
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IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
15
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R
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18
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DI
RIM=24.63
IN(N)=21.88
OUT=21.68
DI
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IN(N)=22.86
OUT=22.75
YI
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IN(W)=15.19
OUT=15.15
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HOLLY TANK LLC
PARCEL ID: R01100-008-011-002
DB 6225 PG 1482
23.03 AC
ZONING: I-1
USA
PARCEL ID: R01100-008-010-001
DB 1350 PG 0158
13.35 AC
ZONING: I-1
SHEPARD MICHAEL R
PARCEL ID: R01100-008-009-000
DB 5348 PG 1419
5.65 AC
ZONING: R-15
HADGRAFT ROGER S LISA M
PARCEL ID: R01100-008-008-000
DB 4975 PG 841
6.02 AC
ZONING: R-15
CAPE FEAR CASH OFFER LLC
PARCEL ID: R01116-001-002-000
DB 6646 PG 528
0.42 AC
ZONING: R-15
STEWART RANDY C
PARCEL ID: R01116-001-003-000
DB 5910 PG 0260
0.35 AC
ZONING: R-15
DEAL MARK A
PARCEL ID: R01116-001-004-000
DB 5718 PG 2861
0.36 AC
ZONING: R-15
POPE META MARIE
PARCEL ID: R01116-002-001-000
DB 9910 PG 2908
0.34 AC
ZONING: R-15
MURRELL CANDACE
PARCEL ID: R01116-002-002-000
DB 6489 PG 771
0.34 AC
ZONING: R-15
MURRELL CANDACE
PARCEL ID: R01213-003-001-000
DB 6489 PG 771
0.34 AC
ZONING: R-15
GRIZZLE GEORGE D
PARCEL ID: R01213-003-002-000
DB 9918 PG E1463
0.37 AC
ZONING: R-15
GRIZZLE GEORGE D
PARCEL ID: R01213-003-003-000
DB 9914 PG E976
0.33 AC
ZONING: R-15
DIXON EBBO B HEIRS
PARCEL ID: R01213-003-004-000
DB 9905 PG 0219
0.35 AC
ZONING: R-15
CROUSE NORMA JEAN
PARCEL ID: R01213-003-005-000
DB 9909 PG 0516
0.32 AC
ZONING: R-15
DIAZ HUGO C ETAL
PARCEL ID: R01213-003-006-000
DB 6674 PG 2692
0.36 AC
ZONING: R-15
AXTELL MICHAEL C MARY L
PARCEL ID: R01213-003-007-000
DB 6225 PG 477
0.34 AC
ZONING: R-15
JIMENEZ HERNANDEZ HUGO A ETUX
PARCEL ID: R01213-003-008-000
DB 6225 PG 477
0.35 AC
ZONING: R-15
MAZARIEGOS-PEREZ ENWELVER ETUX
PARCEL ID: R01213-003-009-000
DB 6019 PG 2554
0.40 AC
ZONING: R-15
MILLIS DONALD GLENDON
PARCEL ID: R01213-004-002-000
DB 2620 PG 1002
0.49 AC
ZONING: R-15
RUIZ LUZ
PARCEL ID: R01213-004-003-000
DB 5743 PG 0789
0.37 AC
ZONING: R-15
RUIZ LUZ
PARCEL ID: R01213-004-004-000
DB 5743 PG 0789
0.36 AC
ZONING: R-15
JENKINS RUTH M
PARCEL ID: R01217-001-001-000
DB 6458 PG 2231
0.34 AC
ZONING: R-15
MEARES DEWEY EUGENE ETAL
PARCEL ID: R01120-001-001-000
DB 5355 PG 373
0.39 AC
ZONING: R-15
TODD THOMAS L JR
PARCEL ID: R01120-001-002-000
DB 1399 PG 1477
0.39 AC
ZONING: R-15
BLUE TANK LLC
PARCEL ID: R01100-008-010-000
DB 6225 PG 1478
49.38 AC
ZONING: I-1 (CONDITIONALLY REZONED TO RMF-L)
303
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MATCHLINE C1.0
MATCHLINE C1.1
N84°02'39"E
1584.35'
N23°42'09"E
198.64'
N12°19'51"W
1255.63'
S77°17'11"W
1206.17'
S22°56'21"E
200.00'
S12°30'51"E
200.05'
S2°03'51"E
200.00'
S8°22'09"W
200.02'
S18°47'09"W
200.00'
S29°12'09"W
199.95'
S40°07'09"W
199.94'
S47°56'09"W
123.24'
S10°37'51"E
183.60'
N: 220024.31
E: 2342051.48
N: 219859.92
E: 2340475.68
N: 220040.37
E: 2340441.81
N: 221416.95
E: 2340724.72
N: 221682.40
E: 2341901.31
N: 220455.74
E: 2342169.45ALL EXISTING VEGETATION WITHIN DEVELOPMENT AREA
SHALL BE REMOVED OTHER THAN DOCUMENTED/SIGNIFICANT/SPECIMEN
TREES TO BE RETAINED. SEE C10.0 SERIES FOR DETAILS REGARDING
EXISTING DOCUMENTED TREES THAT SHALL BE REMOVED OR RETAINED.
ALL EXISTING VEGETATION WITHIN DEVELOPMENT AREA
SHALL BE REMOVED OTHER THAN DOCUMENTED/SIGNIFICANT/SPECIMEN
TREES TO BE RETAINED. SEE C10.0 SERIES FOR DETAILS REGARDING
EXISTING DOCUMENTED TREES THAT SHALL BE REMOVED OR RETAINED.
EXISTING CULVERT SHALL BE REMOVED
AND REPLACED. SEE SHEET C4.1.
BERWICK DRIVE
KERRY DR
I
V
E
N3°54'51"W
108.49'
N13°28'09"E
97.05'
APPROXIMATE LOCATION
OF EXISTING 8" WATER LINE
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LIMITS OF TOPOGRAPHIC SURVEY LINE.
TOPOGRAPHIC INFORMATION OUTSIDE OF
THIS LINE IS SOLELY FROM COUNTY GIS
AND IS ONLY PROVIDED FOR GENERAL
OFFSITE DRAINAGE PATTERNS.
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EXISTING POWER POLE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
DUKE ENERGY ON LOCATION
EXISTING COMMUNICATIONS PEDESTAL
TO BE RELOCATED
SPRINKLER VALVE
HVAC - HEATING, VENTILATION ANDAIR CONDITIONING
LEGEND
GAS VALVE
FENCE
EDGE OF TREELINE
PAINTED WATER LINE
PAINTED TELEPHONE LINE
GUY
CABLE TV PEDESTAL
CMF - CONCRETE MONUMENT
IPS - IRON PIPE SET
IRF - IRON ROD FOUND
IPF - IRON PIPE FOUND
TELEPHONE PEDESTAL
FIRE HYDRANT
LIGHT POLE
POWER POLE
ELECTRIC BOX
PG - PAGE
SF - SQUARE FEET
GV - GAS VALVE
YI - YARD INLET
GI - GRATE INLET
CB - CATCH BASIN
NTS - NOT TO SCALE
R / W - RIGHT-OF-WAY
C / L - CENTERLINE
P / L - PROPERTY LINE
CI - CURB INLET
PB - PLAT BOOK
DB - DEED BOOK
EP - EDGE OF PAVING
X X
OHP
W
UGT
CMP - CORRUGATED METAL PIPE
VCP - VITRIFIED CLAY PIPE
RCP - REINFORCED CONCRETE PIPE
HDPE - HIGH DENSITY POLYETHYLENE PIPE
SPRINKLER HEAD
SIGN
TBC - TOP BACK OF CURB
FLAG POLE
GROUND LAMP
STORM LINE
SANITARY LINESAN
OVERHEAD POWER LINE
DIP - DUCTILE IRON PIPE
MH TELEPHONE
MH SANITARY
MH DRAINAGE
BOLLARD
SPRINKLER BOX
WATER VALVE
FUEL LID
CLEAN OUT
WATER METER
ELECTRIC METER
MH WATER
YARD LIGHT
S
W
D
E
T
C
MH ELECTRIC
PAINTED POWER LINEUGP
PAINTED GAS LINEG
ROOF DRAIN
AC UNIT
MAILBOX
DEED LINE
LINE NOT SURVEYED
BOREHOLE
BACKFLOW PREVENTERBFP
WATER VAULTVW
TELEPHONE VAULT
WELLW
MONITORING WELL
LSA -LANDSCAPED AREA
MKF - FIBER OPTIC MARKER
SIGP - SIGNAL POLE
TRAFFIC CONTROL BOX
TVP - TELEVISION PEDESTAL
UTILITY VAULT
FES - FLARED END SECTION
MKG - GAS MARKER
PKF - P/K NAIL FOUND
WATER SPIGOT
RSF - RAILROAD SPIKE FOUND
CSF - COTTON SPINDLE FOUND
POWER VAULT
VU
GAS TEST LOCATION
WF - WETLAND FLAG
TREE
HANDICAP PARKING
STORM INLET
HC
PKS - P/K NAIL SET
AMF - ALUMINUM MONUMENT FOUND
SHRUB, BUSHOR SAPLING
CONC - CONCRETE
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NA
D
8
3
0
SCALE 1"=100'
200'100'
DEMOLITION LEGEND
NOTES:
1.BOUNDARY AND TOPOGRAPHIC TAKEN FROM SURVEY BY PARAMOUNTE ENGINEERING,
INC., DATED AUGUST 23, 2023.
2.THE SUBJECT PROPERTY IS LOCATED IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOODPLAIN, WITH FIRM MAP NUMBER 3720324200K AND AN
EFFECTIVE DATE OF FEBRUARY 16, 2007.
3.WETLANDS AND WATERS DELINIATION BY SEGI DATED MARCH 12, 2022 AND FIELD
LOCATED BY PARAMOUNTE ENGINEERING, INC., DATED AUGUST 23, 2023.
4.A CORPS OF ENGINEERS 401 PERMIT MUST BE OBTAINED FOR ANY WORK WITHIN THE
WETLANDS WHERE APPLICABLE, PRIOR TO THE START OF ANY WORK.
5.THERE ARE NO SURFACE WATERS, PROTECTED VEGETATED SETBACKS OR PROTECTED
RIPARIAN BUFFERS ON THE PROPERTY VIA SEGI CONFIRMATION.
1"=100'
DOCUMENTED TREE TO BE
REMOVEDX
NOTES:
1.CONTRACTOR TO OBTAIN, REFERENCE, AND UTILIZE ALL AVAILABLE ENVIRONMENTAL
REPORTS (PHASE 1 ESA, ASBESTOS, ETC.) FROM DEVELOPER.
2.CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL NECESSARY PERMITS FROM LOCAL AND
STAT AUTHORITIES TO COMPLETE THE WORK.
3.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA
STANDARDS FOR EXCAVATION AND TRENCHING PROCEDURES. CONTRACTOR SHALL USE
SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS NECESSARY FOR THESE OPERATIONS.
4.INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR
TO BEGINNING DEMOLITION WORK.
5.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESERVE ALL EXISTING
PROPERTY MARKERS. IF DISTURBED, REPLACEMENT MUST BE BY A CERTIFIED LAND
SURVEYOR AT THE CONTRACTOR'S EXPENSE.
6.ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A
LICENSED HAZARDOUS MATERIAL CONTRACTOR.
3.ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL
BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND
REGULATIONS BY THE CONTRACTOR
4.REMOVE/ DEMOLISH/ ABANDON AFTER EROSION CONTROL MEASURES ARE IN PLACE AN
APPROVAL OF THE INSPECTOR. REFER TO EROSION CONTROL PLAN.
5.REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE.ON-SITE TEMPORARY
STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION LIMITS.
6.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED BY THE OWNER
OR OTHERS EXCEPT WHEN PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN
ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE TEMPORARY UTILITY SERVICES. (1)
NOTIFY OWNER NOT LESS THAN ONE WEEK IN ADVANCE OF PROPOSED UTILITY
INTERRUPTIONS. (2) DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING
OWNER WRITTEN PERMISSION. (3) COORDINATE ALL UTILITY RELOCATION WITH
APPROPRIATE UTILITY PROVIDER
7.ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A
STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY EXISTING PAVEMENT,
SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW
CONSTRUCTION SHALL BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED
AND REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING
CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY
INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE.
TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR DETAIL.
8.SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE LOCATION. CONTRACTOR IS
RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UTILITY LOCATION
AND DEPTHS.
9.THE CONTRACTOR SHALL USE NC ONE CALL (811) TO LOCATE ALL UNDERGROUND
UTILITIES.
10.CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL EXISTING UTILITIES
AND STRUCTURES REQUIRED TO COMPLETE SITE CONSTRUCTION, EITHER ONSITE OR IN
PUBLIC ROW, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.
11.WATER AND SEWER ABANDONMENT SHALL BE DONE IN ACCORDANCE WITH NEW
HANOVER COUNTY STANDARDS INCLUDING DISCONNECT FROM THE MAIN AND REMOVAL
OF SERVICES FROM THE RIGHT-OF-WAY.
12.ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE AND FEDERAL
REGULATIONS AT NO CHARGE TO THE OWNER.
13.VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE REASONABLE
EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. NOTIFY THE ENGINEER
IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
MODIFICATION TO THE PROPOSED DESIGN.
14.REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL
BENEATH AND FOR A DISTANCE OF 10 FEET BEYOND THE PROPOSED BUILDING
FOOTPRINT INCLUDING EXTERIOR COLUMNS.
15.CONTRACTOR SHALL COORDINATE ALL CONNECTIONS, RELOCATIONS, AND DEMOLITION
WORK WITH THE APPROPRIATE COMPANY OR JURISDICTION HAVING AUTHORITY AND
SHALL OBTAIN ANY PERMITS AS REQUIRED.
16.ALL WORK SHALL BE PREFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND
OSHA REGULATIONS.
17.EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES ETC. TO
REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO FUNCTION
PROPERLY WITH THE PROPOSED FINISHED GRADES ( WHETHER OR NOT INDICATED TO BE
MODIFIED).
18.CONTRACTOR SHALL NOTIFY APPROPRIATE DEPARTMENTS PRIOR TO BEGINNING ANY
WORK WITHIN PUBLIC RIGHT-OF-WAY.
19.ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES UNLESS
OTHERWISE NOTED.
20.THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
21.BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 207).
22.VERTICAL DATUM SHOWN HEREON IS NAVD88.
INV=21.32
INV=18.77
INV=18.75
DI
RIM=25.25
IN=23.44
OUT=22.92
INV=21.32
18" RCP
48"
C
P
P
INV=21.32
INV=24.44
INV=24.81
INV=24.94
18"
R
C
P
15"
R
C
P
INV=25.34
INV=25.40
18"
R
C
P
INV=25.67
INV=25.03 INV=25.06
INV=25.37
INV=25.05
DI
(CLOGGED)
RIM=27.33
BOTTOM=23.11
DI
RIM=27.72
IN=25.13
OUT=25.10
18"
R
C
P
18"
R
C
P
18"
R
C
P
18"
R
C
P
INV=24.79
INV=25.64
INV=25.58
INV=25.39
INV=25.16
18"
R
C
P
18"
R
C
P
18"
R
C
P
INV=24.71
INV=24.88
INV=24.73
INV=24.89
INV=24.68
INV=24.90
INV=23.98
18"
R
C
P
18"
R
C
P
INV=24.90
INV=24.90
18"
R
C
P
18"
R
C
P
18" CPP
W
W
W
W
W
W
W
W
W
W
W W W W W W W W
W
W
OHP
OHP OHP OHP OHP OHP OHP OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
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P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
60' UTILITY AND ACCESS EASEMENT
M.B. 37, PG. 343 60' UTILITY AND ACCESS EASEMENT
M.B. 37, PG. 34330
'
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GLAZIER RD.
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D.B. 984, PG. 224
BL
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.
1
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1
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60'
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SMH
RIM = 26.20
IN = 21.81
OUT = 21.79
SMH
RIM = 26.66
IN = 21.28
OUT = 21.25
SHEPARD MICHAEL R
PARCEL ID: R01100-008-009-000
DB 5348 PG 1419
5.65 AC
ZONING: R-15
HADGRAFT ROGER S LISA M
PARCEL ID: R01100-008-008-000
DB 4975 PG 841
6.02 AC
ZONING: R-15
LEBLANC MICHELE
PARCEL ID: R01100-008-007-000
DB 5352 PG 549
6.04 AC
ZONING: R-15
DIAZ JUAN CECILIA
PARCEL ID: R01100-008-006-001
DB 6471 PG 2830
1.00 AC
ZONING: R-15
BORDEAUX RUSELL C SHANDA W
PARCEL ID: R01100-008-006-002
DB 6496 PG 2111
8.06 AC
ZONING: R-15
WILLIAM JAMES S JR GEORGIA W
PARCEL ID: R01100-008-005-000
DB 1415 PG 638
1.11 AC
ZONING: R-15
WILLIAM JAMES S JR GEORGIA W
PARCEL ID: R01100-008-004-000
DB 975 PG 919
6.51 AC
ZONING: R-15
COLEMAN MARTIN H
PARCEL ID: R01100-008-003-001
DB 6625 PG 2379
2.54 AC
ZONING: R-15
PAWS4PEOPLE INC
PARCEL ID: R01100-008-016-000
DB 6144 PG 1443
10.57 AC
ZONING: B-2
DB 6458 PG 2231
0.34 AC
ZONING: R-15
MEARES DEWEY EUGENE ETAL
PARCEL ID: R01120-001-001-000
DB 5355 PG 373
0.39 AC
ZONING: R-15
TODD THOMAS L JR
PARCEL ID: R01120-001-002-000
DB 1399 PG 1477
0.39 AC
ZONING: R-15
SIDBURY LAND & TIMBER LLC
PARCEL ID: R01200-002-004-000
DB 6063 PG 2533
1616.01 AC
ZONING: I-2
SHARPE JOHN ROYCE
PARCEL ID: R01120-002-001-000
DB 9912 PG 0213
0.81 AC
ZONING: R-15
THORPE WOODUS E JR
PARCEL ID: R01120-002-002-000
DB 9902 PG 1421
0.82 AC
ZONING: R-15
PARKER SHERRI P
PARCEL ID: R01120-002-006-000
DB 5501 PG 2989
0.48 AC
ZONING: R-15
COLE DIANE M
PARCEL ID: R01120-004-005-000
DB 6464 PG 2770
1.21 AC
ZONING: R-15
FRENSON DIANE MARIE
PARCEL ID: R01120-004-006-000
DB 1719 PG 0777
0.71 AC
ZONING: R-15
GRAHAM MERLE BRENDA T
PARCEL ID: R01120-004-007-000
DB 1289 PG 1003
0.73 AC
ZONING: R-15
FOGELMAN ANGELIA DAWN
PARCEL ID: R01120-004-008-000
DB 2659 PG 0615
0.72 AC
ZONING: R-15
POLIZZI LUCILLE D ETAL
PARCEL ID: R01120-004-009-000
DB 6488 PG 585
0.68 AC
ZONING: R-15
BRAUNFELD REINARIA
PARCEL ID: R01808-001-001-000
DB 5345 PG 413
0.73 AC
ZONING: R-15
PELMEAR ANGELA D ET VIR
PARCEL ID: R01808-001-002-000
DB 6588 PG 2065
0.71 AC
ZONING: R-15
WATKINS TONYA RENEE
PARCEL ID: R01800-002-039-000
DB 4741 PG 0191
1.14 AC
ZONING: R-15
FOXBOWER JERRY GRANT LINDA L
PARCEL ID: R01800-002-039-001
DB 0956 PG 0223
0.40 AC
ZONING: R-15
TUCKER TWILA T
PARCEL ID: R01800-002-040-000
DB 9910 PG 0118
0.46 AC
ZONING: R-15
JONES PAUL ETAL
PARCEL ID: R01800-002-041-000
DB 5802 PG 1309
0.59 AC
ZONING: R-15
GONZALEZ LUIZ F ETUX
PARCEL ID: R01800-002-042-000
DB 5736 PG 0431
0.46 AC
ZONING: R-15PENSCO TRUST CO CUSTODIAN
PARCEL ID: R01800-002-043-000
DB 5534 PG 2717
0.46 AC
ZONING: R-15
ESPINOSA MIGUEL A AMELIA H CHAVEZ
PARCEL ID: R01800-002-043-001
DB 6194 PG 2044
0.46 AC
ZONING: R-15
303
0
3030
30
30 3030
3
030303
0
3
0
3
0
303
0
25
202025
2
5
2
525
2
020
25
252
5
25
25
25
25
2525
25
25
25
25
2525
2525 25
25
2525
25
25
30
30
3030
2525
25
25
25
25
2525
30
3
0
3
0
3
0
3
0 30
MATCHLINE C1.0
MATCHLINE C1.1
S10°37'51"E
183.60'
N: 219859.92
E: 2340475.68
E: 2340441.81
LAMBS PATH WAY
SUNRAY ROAD
2
8
28
2
8 28
LIMITS OF TOPOGRAPHIC SURVEY LINE.
TOPOGRAPHIC INFORMATION OUTSIDE OF
THIS LINE IS SOLELY FROM COUNTY GIS
AND IS ONLY PROVIDED FOR GENERAL
OFFSITE DRAINAGE PATTERNS.
25
APPROXIMATE LOCATION
OF EXISTING 8" WATER LINE
EXISTING SANITARY MANHOLE
RIM ELEV = 26.20'
INV IN = 21.81'
INV OUT = 21.79'
EXISTING SANITARY MANHOLE
RIM ELEV = 26.66'
INV IN = 21.28'
INV OUT = 21.25'
28
27
27
2
8
30
26
2
2
2
5
28
28
28
2
8
2
6
2
7
3
0
28
2
8
30
28
27
28
25
28
27
26
27
28
2
6
28
25
28
28
28
2
7
27
2
6
28
JOB NO.
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DESIGNED BY
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SCALE 1"=100'
200'100'
1"=100'
X
X
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163
147
119
103
87
162
146
118
102
86
178
161
145
117
101
73
177
160
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116
100
72
176
159
143
115
99
71
175
158
142
114
98
70
174
157
141
113
97
69
173
156
140
112
96
68
172
155
139
111
95
67
171
154
138
110
94
66
170
153
137
109
93
169
152
136
108
92
168
151
123
107
91
167
150
122
106
90
165
149
121
105
89
164
148
120
104
88
1
17
52
82
251
234
2
18
53
83
250
233
3
19
54
84
249
4
20
55
85
248
231
5
21
56
247
6
22
57
263
246
723
58
261
245
8
16
24
51
59
81
260
252
244
235
9
25
60
259
243
10
26
61
258
242
11
27
78
257
241
12
28
77
256
239
13
29
76
255
238
14
30
75
254
237
15
50
80
253
236
62
63
64
65
OS #2
AMENITY AREA
(DESIGN UNDER SEPARATE COVER)
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
126
130
125
OS #4
124
135
134
129
133
128 132
127
131
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
OS #9
197
189
181
196
188
180
195
187
179
OS #11
OS #3
262
229
OS #7
OS #8
OS #5
OS #10
4546474849
232 230 228
240
166
79
74
SCM 1
SCM 2
SCM 3
SCM 3
SCM 4
SCM 5
BLUE BAY ROAD
50' R/W (PRIVATE)
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HARBOR MIST LANE
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WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
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MATCHLINE C2.1
MATCHLINE C2.2
MATCHLINE C2.1
MATCHLINE C2.3
MA
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.
2
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VOR 1,670' RADIUS;
55' HEIGHT LIMITATION FOR
BUILDINGS WITHIN THIS AREA;
FAA APPROVAL REQUIRED
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63677
331
J. WALL
331
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/
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6
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2
4
6/26/2024
OV
E
R
A
L
L
S
I
T
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P
L
A
N
C2.0
1" = 100'
NA
D
8
3
0
SCALE 1"=100'
200'100'
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
AMENITY AREA
OPEN SPACE
DEVELOPER:
ENGINEER:
TIMMONS GROUP
JOHN WALL, PE
430 EASTWOOD ROAD
WILMINGTON, NC 28403
PHONE: 910-746-1174
SITE DATA
TOTAL GROSS ACREAGE OF PARCEL = 49.38 ACRES
ZONING =
LAND USE = MULTI-FAMILY RESIDENTIAL TOWNHOMES
EMAIL: JOHN.WALL@TIMMONS.COM
USPS NOTE
CLUSTER MAILBOXES TO BE LOCATED ON ROAD A AND
ROAD E. KIOSK LOCATION SHALL BE APPROVED BY
USPS PRIOR TO SUBDIVISION APPROVAL. IF
TEMPORARY LOCATIONS ARE REQUIRED, APPROVAL OF
LOCATIONS SHALL BE RECEIVED FROM USPS. MAIL
KIOSK WILL HAVE MARKED CROSSWALK WITH ADA
COMPLIANT RAMPS AND PARKING SPACES.
FRONT YARD = 20'
SIDE YARD = 5'
REAR YARD = 15'
SETBACKS TABLETYPICAL BUILDING AND LOT SIZE
INTERIOR LOTS: 20' x 90'
NOTE: THE SMALLEST LOT IN THE
SUBDIVISION IS 20' x 90' (1800 SF)
END LOTS: 34' x 90'
CONDITIONS FROM BOARD OF COMMISIONERS CASE: Z23-12 WHICH APPROVED
REZONING FROM I-1 TO RMF-L:
1.THE APPLICANT PROVIDE BICYCLE AND PEDESTRIAN CONNECTIVITY
BETWEEN THE MULTI-FAMILY PHASE DEVELOPMENT AND THE
SINGLE-FAMILY PHASED DEVELOPMENT.
2.NO STRUCTURE ON THE PARCEL SHALL EXCEED 45' IN HEIGHT AND A
MAXIMUM OF 3 STORIES.
3.A DECLARATION STATEMENT SHALL BE RECORDED IN THE PROPERTY'S
CHAIN OF TITLE, AT THE NEW HANOVER COUNTY REGISTRY, STATING THE
PROPERTY IS IN PROXIMITY TO EXISTING AND FUTURE COMMERCIAL AND
INDUSTRIAL ACTIVITIES THAT MAY RESULT IN NOISE, VIBRATION, AND
HEAVY VEHICLE TRAFFIC ON AREA ROADWAYS, WHICH ACTIVITIES MAY
OCCUR ANY TIME DURING THE DAY OR NIGHT. SUCH DECLARATION SHALL
ALSO BE PROVIDED WITH ALL FUTURE LEASES.
SIDE YARD ABUTTING STREET = 10'
D.R. HORTON
6752 PARKER FARM DRIVE, SUITE 210
WILMINGTON, NC 28403
GRAYSON MORGAN
GAMORGAN@DRHORTON.COM
PHONE: 910-602-8215
TOTAL NET ACREAGE OF PARCEL = 49.38 ACRES
BUILDING HEIGHT: 28.5'±
CLASS IV SOILS ACREAGE ON PARCEL = 0.00 ACRES
(CONDITIONALLY REZONED WITH CASE
NUMBER Z23-12 ON 8/7/2023)
PROPOSED NUMBER OF LOTS = 263
PROVIDED OPEN SPACE AREA = 25.94 AC (52.53%)
PROPOSED DENSITY = 5.33 du/a
MAXIMUM ALLOWED DENSITY = 10.0 du/a
REQUIRED OPEN SPACE AREA = 9.88 AC (20.00%)
1/4"/FT.
5'22'
50'
PRIVATE RIGHT OF WAY
PAVEMENT
LC
2'
1/4"/FT.
SLOPE 3:1 MAX SLOPE 3:1 MAX
TYPICAL CROSS SECTION FOR 50' R/W
11'
TRAVEL LANE
6'
SI
D
E
WA
L
K
2' VALLEY GUTTER
2' VALLEY GUTTER
PRIME
COAT
NOT TO SCALE
1'
1/4"/FT.
2'
1/4"/FT.
11'
TRAVEL LANE
13.5'
24" COMPACTED SUBGRADE TO 98% DRY DENSITY, AASHTO T-180
PAVEMENT SECTION NOTE: PROPOSED ASPHALT SECTION BASED ON
GEOTECHNICAL REPORT/RECOMMENDATIONS BY ECS SOUTHEAST, LLP
DATED 5/11/2023.
ASPHALT TOP LIFT:
1.0" TYPE S9.5B @ 110 LBS/SY/IN
ASPHALT BOTTOM LIFT: 1.5" TYPE S9.5B @ 110 LBS/SY/IN
BASE: 8" AGGREGATE BASE COURSE (ABC)
PER 520 NCDOT STANDARD SPEC.
GENERAL SITE NOTES
1.COUNTY AND STATE STORMWATER PERMITS MUST BE OBTAINED
PRIOR TO ANY CONSTRUCTION OF IMPERVIOUS SURFACE. NO
NATURAL DRAINAGE AREAS WILL BE CUT OFF OR DISTURBED
BEFORE OBTAINING THE PERMITS.
2.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH NEW HANOVER COUNTY AND NCDOT STANDARDS AND
SPECIFICATIONS.
3.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE
RESULTING FROM THEIR ACTIVITIES. CALL UTILITY LOCATOR
SERVICE BEFORE DIGGING.
4.ALL UTILITIES SHALL BE UNDERGROUND.
5.EACH LOT WILL BE SERVED BY CAPE FEAR PUBLIC UTILITY
AUTHORITY (CFPUA).
6.NEW HANOVER COUNTY EROSION CONTROL PERMIT AND NCDEQ
EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL
EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH.
7.CONSTRUCTION DRAWINGS MUST BE FULLY APPROVED PRIOR TO
CONSTRUCTION.
8.SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY
SIGNAGE.
9.STREET NAMES MUST BE APPROVED BY NEW HANOVER COUNTY
PRIOR TO FINAL PLAT.
10.ALL STREETS ARE PROPOSED TO BE PRIVATE (BUILT TO NEW
HANOVER COUNTY STANDARDS/NCDOT PAVEMENT AND
SUBGRADE STANDARDS) AND ARE NOT ELIGIBLE TO BE ADDED TO
THE STATE HIGHWAY SYSTEM FOR MAINTENANCE PER GENERAL
STATUTE 136-102.6.
11.EACH DRIVEWAY WILL HAVE A MIN. OF 2 DRIVEWAY PARKING
SPACES PER LOT OUTSIDE OF THE R/W.
12.A HOMEOWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE
SALE OF THE LOTS AND MEMBERSHIP WILL BE AUTOMATIC UPON
PURCHASE WITHIN THE DEVELOPMENT. THE HOMEOWNERS
ASSOCIATION WILL COMPLY WITH THE STANDARDS SET FORTH IN
THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE.
13.THE HOME OWNERS ASSOCIATION (HOA) WILL BE RESPONSIBLE
FOR THE MAINTENANCE OF THE STREETS, STORMWATER
SYSTEMS AND OPEN SPACE AREAS.
14.THERE SHALL BE A NOTE ON THE FINAL PLATS, MASTER
COVENANTS, AND DEEDS SHOWING THE LOCATION OF WETLANDS
AND NOTING THAT THOSE AREAS MAY NOT BE FILLED,
DISTURBED, OR ALTERED IN ANY WAY UNLESS PROPERLY
PERMITTED BY THE NC DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES AND/OR THE U.S. ARMY CORPS OF
ENGINEERS.
15.ALL STREET LIGHTING SHALL BE CONSISTENT WITH SECTION 5.5
OF THE NEW HANOVER COUNTY UDO.
16.COUNTY AND/OR STATE STORMWATER PERMITS MUST BE
OBTAINED PRIOR TO ANY CONSTRUCTION. NO NATURAL
DRAINAGE AREAS SHALL BE CUT OFF OR DISTURBED BEFORE
OBTAINING PERMITS.
17.PROJECT TO BE BUILT TO CFPUA STANDARDS FOR WATER AND
SEWER. A UTILITY PLAN MUST BE SUBMITTED AND APPROVED BY
CFPUA.
18.ONLY NEW HANOVER COUNTY APPROVED MATERIALS ARE TO BE
USED WITHIN THE RIGHT OF WAY.
19.A CORPS OF ENGINEERS 401 PERMIT MUST BE OBTAINED FOR
ANY WORK WITHIN THE WETLANDS WHERE APPLICABLE, PRIOR
TO THE START OF ANY WORK.
20.A 5' SIDEWALK IS PROPOSED ON ONE SIDE OF THE ROAD.
21.BUILDING DIMENSIONS SHOWN ON THE CIVIL ENGINEERING
PLANS ARE FOR REFERENCE PURPOSES ONLY, CONTRACTOR
SHALL USE THE ARCHITECTURAL AND STRUCTURAL PLANS FOR
EXACT BUILDING DIMENSIONS.
22.ALL SIDEWALKS AND HANDICAP ACCESS RAMPS SHALL MEET ADA
REQUIREMENTS. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES BETWEEN DESIGN INFORMATION AND ADA
REQUIREMENTS PRIOR TO CONSTRUCTION.
23.ADA ACCESSIBLE ROUTE SHALL HAVE A 5.0% MAXIMUM
LONGITUDINAL SLOPE AND A 2.0% MAXIMUM CROSS SLOPE
(EXCLUDING RAMPS).
24.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP
SIGNS, DIRECTIONAL SIGNS AND STRIPING SHOWN ON THE
PLANS.
25.CONTRACTOR TO CONTACT THE DESIGN PROFESSIONAL FOR
ENTRANCE CLARIFICATIONS, CONSTRUCTION ANOMALIES AND
INSTALLATION QUESTIONS.
26.ALL DIMENSIONS ARE FROM THE FACE OF CURB,UNLESS NOTED
OTHERWISE.
27.NCDOT STANDARD DETAILS, AS REFERENCED, TO BE
CONSTRUCTED WITH THE 2024 ROADWAY STANDARD DRAWINGS.
PROPOSED BUILT-UPON AREA = 14.80 AC (29.97%)
EXISTING BUILT-UPON AREA = 0 AC (0.00%)
PROPOSED PARKING
263 UNITS X 2 SPACES/UNIT = 526 SPACES
+150 STREET SPACES + 10 ADA SPACES
=686 SPACES PROPOSED TOTAL
NOTE: SITE LIGHTING SHOWN IS
CONCEPTUAL COORDINATE WITH DUKE
ENERGY FOR EXACT LOCATIONS AND
DETAILS.
X
XX
X
X
87
86
73
72
71
70
69
68
67
66
92
91
90
89
88
1
17
52
82
2
18
53
83
3
19
54
84
4
20
55
85
5
21
56
6
22
57
723
58
8
16
24
51
59
81
9
25
60
10
26
61
11
27
78
12
28
77
13
29
76
14
30
75
15
50
80
62
63
64
65
OS #2
AMENITY AREA
(DESIGN UNDER SEPARATE COVER)
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
OS #11
45
46
47
4849
79
74
6
7
4
10
9
5
16
7
5
8
SCM 1
SCM 2
SCM 5
BLUE BAY ROAD
50' R/W (PRIVATE)
BLUE LAGOON RUN
50' R/W (PRIVATE)
HARBOR MIST LANE
50' R/W (PRIVATE)
SA
N
D
Y
S
H
O
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E
S
P
L
A
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E
50
'
R
/
W
(
P
R
I
V
A
T
E
)
COVE LANDING LANE
50' R/W (PRIVATE)
1'3'
31'
93
'
34'
99
'
20'
91
'
20'
20'
90
'
20'
20'
91
'
20'
34'
89
'
14'21'
35
'
94'
35
'
91'
12
'
9'
20
'
90'
20
'
20
'
90'
35
'
35
'
94'
35
'
96'
35
'
91'20
'
20
'
90'20
'
20
'
91'
35
'
35
'
96'
35'
90
'
35'
93
'
20'
91
'
20'
20'
93
'
20'
20'
97
'
20'
47'
53
'
27
'
43'8'
35'
99
'
38'
85
'
20'
10
1
'
20'
20'
99
'
20'
35'
85
'
38'
35'
96
'
35'
9
1
'
20'
20
'
9
0
'
20'
20'
9
0
'
34'
2'
35'
96'
36'
10
0
'
35'
91
'
20'
20'
90
'
20'
20'
91
'
36'
35'
10
0
'
35
'
90'
35
'
90'
20
'20
'
90'
20
'20
'
90'
20
'20
'
90'
20
'20
'
90'
35
'35
'
90'
35
'
90'
35
'
90'
20
'20
'
90'
20
'20
'
90'
20
'20
'
90'
20
'20
'
90'
35
'35
'
90'
35
'
90'
35
'
90'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
35'
94'
35'
90
'
20'
20'
90
'
20'
20'
91'
20'
20'
93'
35'
31'
19'
81'
23'
28
'
98'
35
'
85'
20
'
94'
20
'
20
'
92'
20
'
65
'
39'
14'
90
'
39'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
94'
35
'
94'
20
'
93'
20
'
20
'
92'
20
'
35
'
85'
48
'
44'
21'
35
'
15
'
85'
20
'
20
'
9'
11
'
85'
20
'
20
'
87'
20
'
36
'
93'
35
'
36
'
91'
35
'
98'
20
'
90'
20
'
20
'
90'
20
'
2
0
'
91'
20
'
3
6
'
98'35
'
3
6
'
92'
3
5
'
99'8'
1
2
'
90'
20
'
2
0
'
91'
2
0
'
36'
99'
3
5
'
35
'
90'
35
'
91'
20
'
34'
90
'
34'
30
'
5'90'
35
'
35
'
20
'
93'
20
'
20
'
91'
20
'
89'
35
'
23
'
12
'
83'
35
'
83'
20
'
83'
20
'
20
'
83'
20
'
20
'
83'
20
'
20
'
83'
20
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35
'
84'
35
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35
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85'
36
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93'
20
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20
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94'
20
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20
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94'
20
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20
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93'
35
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36
'
85'
W
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W
W
W
W
W
W
W
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OH
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WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
BL
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MATCHLINE C2.1
MATCHLINE C2.2
MATCHLINE C2.1
MATCHLINE C2.3
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
4-UNIT
TOWNHOME
6-UNIT
TOWNHOME
5-UNIT
TOWNHOME
6-UNIT
TOWNHOME
6-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
120'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
20' ADJACENT
PERFORMANCE
RESIDENTIAL
BUFFER
30' ADJACENT
RESIDENTIAL
SETBACK
PROPOSED LARGE
DOG PARK
20' ADJACENT
PERFORMANCE
RESIDENTIAL
BUFFER
S1
6
°
5
9
'
3
4
"
W
86
.
4
2
'
R=250.00'
L=268.42'
N
1
3
°
0
7
'
2
7
"
W
80
.
0
0
'
S88°50'00"W
210.40'
N1
°
1
0
'
0
0
"
W
12
0
.
0
0
'
N1
°
1
0
'
0
0
"
W
22
0
.
6
2
'
R=
1
0
0
.
0
0
'
L=
2
5
.
5
4
'
S77°43'26"W
68.60'
R=200.00'
L=65.61'
S58°5
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3
5
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77.07
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L=203.36'
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ACCESSIBLE
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C12.1 FOR DETAIL
ACCESSIBLE PARKING
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C12.1 FOR DETAIL
ACCESSIBLE
425' STOPPING SIGHT DISTANCE
BLUE CLAY ROAD
SPEED LIMIT = 45 MPH
DESIGN SPEED = 50 MPH
425' STOPPING SIGHT DISTANCE
425' STOPPING SIGHT DISTANCE
18.37' FROM
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18.65' FROM
22' E/P-E/P
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EXISTING GRAVEL DRIVEWAY
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EXISTING GRAVEL DRIVEWAY
BLUE CLAY ROAD
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VOR 1,670' RADIUS;
55' HEIGHT LIMITATION FOR
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FAA APPROVAL REQUIRED
R1-1 STOP SIGN
24" WIDE STOP
BAR, TYP.
TYPICAL TRANSITION FROM
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100'50'0
LEGEND
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PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
AMENITY AREA
OPEN SPACE
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PEDESTRIAN/ BIKE ACCESS TO
FUTURE MULTIFAMILY SITE
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109
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107
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149
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251
234
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233
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231
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263
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261
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244
235
259
243
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242
257
241
256
239
255
238
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205
207
215
223
204
208
216
224
203
209
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210
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220
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194
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202
198
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196
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232
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92
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20
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WETLANDS
WETLANDS
WETLANDS
WETLANDS
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MATCHLINE C2.2
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5-UNIT
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5-UNIT
TOWNHOME 5-UNIT
TOWNHOME
6-UNIT
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5-UNIT
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5-UNIT
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5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
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5-UNIT
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6-UNIT
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4-UNIT
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5-UNIT
TOWNHOME
R30'
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20' ADJACENT
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E
142.11'
N77°39'31"
E
348.15'
N77°39'31
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E
284.00'
TYPICAL TRANSITION FROM
VALLEY CURB TO STANDARD
CURB.SEE DETAIL SHEET
C12.0 (APPLIES TO ALL
PARKING AREAS)
STOP SIGN, TYP.
STOP SIGN, TYP.
STOP SIGN, TYP.
STOP SIGN, TYP.
24" WIDE STOP BAR, TYP.
24" WIDE STOP BAR, TYP.
24" WIDE STOP BAR, TYP.
24" WIDE STOP BAR, TYP.
ACCESSIBLE
PARKING SIGN,
TYP. SEE SHEET
C12.1 FOR DETAIL
VOR 1,670' RADIUS;
55' HEIGHT LIMITATION FOR
BUILDINGS WITHIN THIS AREA;
FAA APPROVAL REQUIRED
TYPICAL TRANSITION FROM
VALLEY CURB TO STANDARD
CURB.SEE DETAIL SHEET
C12.0 (APPLIES TO ALL
PARKING AREAS)
5-UNIT
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11
/
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6
/
2
0
2
4
6/26/2024
DE
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P
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2
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3
C2.2
1" = 50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
AMENITY AREA
OPEN SPACE
163
147
162
146
178
161
145
177
160
144
176
159
143
175
158
142
174
157
173
156
172
155
171
154
170
153
169
152
168
151
167
150
165
149
164
148
251
234
250
233
249
248
231
247
246
245
252
244
235
243
242
257
241
256
239
255
238
254
237
253
236
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
OS #9
197
189
181
196
188
180
195
187
179
OS #11
229
OS #7
OS #8
OS #5
OS #10
232
230
228
240
166
10
6
6
6
7
6
6
SCM 1
SCM 3
SCM 5
BLUE SHO
R
E
S
D
R
I
V
E
50' R/W (P
R
I
V
A
T
E
)
BAYVIEW
S
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R
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)
AQ
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W
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5
0
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R
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W
(
P
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35'20'20'35'
35'
90
'
20'
20'
90
'
20'
20'
90
'
20'
10'10'
90
'
20'
20'
90
'
35'
35'
90
'
20'
20'
20'20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
90
'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
32'2'
34'
21'
20'
34'
7'
34'
90
'
35'
32
'
58
'
35'
90
'
10'10'
20'
90
'
20'
20'
35'
90
'
35'
15'
90
'
40'
65
'
39'
20'
90
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20'
20'
90
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20'
20'
90
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10'10'
35'
90
'
35'
10
8
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97
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92
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90
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90
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90
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90
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90
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90
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90
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90
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90
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90
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90
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90
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90
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90
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90
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90
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44'
105'
132'
22
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96'
20
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21
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92'
20
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19
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1'
90'
20
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34
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90'
34
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34
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90'
20
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90'
20
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20
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90'
20
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20
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90'
20
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34
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25'
65'
34
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90
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90
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35'
90
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20'
10'10'20'
90
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20'
35'
35'
90
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40'
90
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15'39'
65
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20'
90
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20'
20'
90
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20'
25'
90
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35'
10'
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88'
9'
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65'
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39'
15
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90'
40
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20
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90'
10
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35
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35
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20
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20
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20
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20
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18
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15
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39'
65'
40
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20
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35
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17
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91'
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34'
90
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34'
90
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90
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90
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90
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20'
90
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15'5'
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20'
20'
93
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36'
10
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34'
W
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TOWNHOME
6-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
6-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
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R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
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S77°39'31"
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209.18'
S77°39'31
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284.00'
S77°39'31"
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184.00'
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284.00'
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"
E
184.00'
STOP SIGN, TYP.
STOP SIGN, TYP.
24" WIDE STOP BAR, TYP.
24" WIDE STOP BAR, TYP.
ACCESSIBLE
PARKING SIGN,
TYP. SEE SHEET
C12.1 FOR DETAIL
425' STOPPING SIGHT DISTANCE
BLUE CLAY ROAD
SPEED LIMIT = 45 MPH
DESIGN SPEED = 50 MPH
18.65' FROM
R/W TO EOP
22' E/P-E/P
100' PROTECTED STEM
10'x70' SIGHT
DISTANCE TRIANGLE
10'x70' SIGHT
DISTANCE
TRIANGLE
BLUE CLAY ROAD
RIGHT-OF-WAY
EXISTING GRAVEL DRIVEWAY
EXISTING GRAVEL DRIVEWAY
EXISTING GRAVEL DRIVEWAY
BERWICK DRIVE
BLUE CLAY ROAD
EXISTING EOP
VOR 1,670' RADIUS;
55' HEIGHT LIMITATION FOR
BUILDINGS WITHIN THIS AREA;
FAA APPROVAL REQUIRED
TYPICAL TRANSITION FROM
VALLEY CURB TO STANDARD
CURB.SEE DETAIL SHEET
C12.0 (APPLIES TO ALL
PARKING AREAS)
5-UNIT
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11
/
0
6
/
2
0
2
4
6/26/2024
DE
T
A
I
L
E
D
S
I
T
E
P
L
A
N
-
S
H
E
E
T
3
O
F
3
C2.3
1" = 50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
AMENITY AREA
OPEN SPACE
X
X
X
163
147
119
103
87
162
146
118
102
86
178
161
145
117
101
73
177
160
144
116
100
72
176
159
143
115
99
71
175
158
142
114
98
70
174
157
141
113
97
69
173
156
140
112
96
68
172
155
139
111
95
67
171
154
138
110
94
66
170
153
137
109
93
169
152
136
108
92
168
151
123
107
91
167
150
122
106
90
165
149
121
105
89
164
148
120
104
88
1
17
52
82
251
234
2
18
53
83
250
233
3
19
54
84
249
4
20
55
85
248
231
5
21
56
247
6
22
57
263
246
723
58
261
245
8
16
24
51
59
81
260
252
244
235
9
25
60
259
243
10
26
61
258
242
11
27
78
257
241
12
28
77
256
239
13
29
76
255
238
14
30
75
254
237
15
50
80
253
236
62
63
64
65
OS #2
AMENITY AREA
(DESIGN UNDER SEPARATE COVER)
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
126
130
125
OS #4
124
135
134
129
133
128 132
127
131
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
OS #9
197
189
181
196
188
180
195
187
179
OS #11
OS #3
262
229
OS #7
OS #8
OS #5
OS #10
4546474849
232 230 228
240
166
79
74
SCM 1
SCM 2
SCM 3
SCM 3
SCM 4
SCM 5
BLUE BAY ROAD
50' R/W (PRIVATE)
BL
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D
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50' R/W (PRIVATE)
HARBOR MIST LANE
50' R/W (PRIVATE)
SA
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BLUE SHOR
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50
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W
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P
R
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A
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E
)
COVE LANDING LANE
50' R/W (PRIVATE)
18" RCPINV=23.73
INV=22.86
INV=25.78
INV=25.72
18
R
C
P
INV=17.54
72" CMP
18
"
R
C
P
INV=21.98
INV=22.43
INV=19.55
INV=20.21
INV=23.98
INV=23.97
INV=24.90
INV=24.90
18
"
R
C
P
18
"
R
C
P
INV=23.62
INV=22.63
INV=22.63
INV=22.25
INV=22.38
INV=22.64
18
"
R
C
P
18
"
R
C
P
18
"
R
C
P
18" RCP12
"
R
C
P
1
8
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R
C
P
1
5
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R
C
P
INV=21.25
INV=20.99
1
8
"
C
M
P
12
"
R
C
P
INV=22.74
INV=23.23
INV=23.3918
"
R
C
P
15
"
R
C
P
INV=24.26
INV=24.75
INV=23.99
INV=24.17
1
5
"
R
C
P
1
5
"
C
P
P
INV=22.84
DI
RIM=25.94
IN(N)=22.39
IN(S)=22.04
OUT=21.99
DI
RIM=24.48
IN(N)=22.73
IN(W)=22.58
OUT=22.4812" RCP6"
P
V
C
INV=22.36
END UKNOWN
END UKNOWN
DI
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
1
5
"
R
C
P
1
8
"
R
C
P
DI
RIM=24.63
IN(N)=21.88
OUT=21.68
DI
RIM=25.21
IN(N)=22.86
OUT=22.75
YI
RIM=20.39
IN(W)=15.19
OUT=15.15
W
W
W
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W
W
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8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
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8'
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8'
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8''W
8''W
8''W
8''W
8''W8''W
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8''W
8''W
8''W8''W
8''W
8''W
8''W8''W
8''W
8''W
8''W
8''
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8''
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8''
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8''
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8''
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8''
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8'
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8'
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8'
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8''
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8''W
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8''W
8''
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8''
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8''
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8''W
F
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MATCHLINE C3.1
MATCHLINE C3.3
P
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1
SEE CONTINUATION OF OFFSITE
FORCEMAIN DESIGN ON SHEET PS1.5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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331
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11
/
0
6
/
2
0
2
4
6/26/2024
OV
E
R
A
L
L
U
T
I
L
I
T
Y
P
L
A
N
C3.0
1" = 100'
NA
D
8
3
0
SCALE 1"=100'
200'100'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
WATERMAIN
PR
O
P
E
R
T
Y
LI
N
E
10'
SINGLE 1" WATER SERVICE PER
CFPUA STD. (TYP)
SEWERMAIN
SINGLE 4" SEWER SERVICE PER
CFPUA STD. (TYP)
VARIES
PUBLIC UTILITY EASEMENT
R/W
SIDEWALK
TYPICAL SERVICE DETAIL
NOT TO SCALE
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
UTILITY NOTES
1.ALL WATER MAINS TO BE 8" DR18 C900 PVC PIPE WITH PUSH ON JOINTS UNLESS
NOTED OTHERWISE ON PLANS.
2.MINIMUM CLEAR COVER FOR ALL WATER PIPE SHALL BE 3 FEET.
3.ALL WATER METER SETTINGS SHALL BE LOCATED A MINIMUM OF 5 FEET FROM LOT
CORNER, UNLESS OTHERWISE NOTED.
4.ALL WATER SYSTEM WORK SHALL BE CONSTRUCTED PER NEW HANOVER COUNTY
AND CAPE FEAR PUBLIC UTILITY AUTHORITY DETAILS AND SPECIFICATIONS.
5.ALL GATE VALVES ARE TO BE LOCATED WITHIN UTILITY STRIP. GATE VALVES ARE NOT
TO BE LOCATED WITHIN PAVEMENT OR THE GUTTER PAN.
6.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS.
A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF
THE HYDRANT AND FDC.
7.ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE
REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT.
8.NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE
MATERIALS DELIVERED TO THE JOB SITE.
9.A BLOW-OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END" WATER LINES.
10.ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE ACCORDING TO
NEW HANOVER COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY SPECIFICATIONS.
11.TIE-INS ARE NOT TO BE MADE UNTIL THE NEW EXTENSION HAS COMPLETED THE
DISINFECTION REQUIREMENTS IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITY
AUTHORITY DESIGN STANDARDS AND SPECIFICATIONS AND COORDINATED WITH
UTILITIES.
12.CONDUCT WATERLINE CUT-IN OPERATIONS DURING NON-PEAK HOURS AND ALERT
AFFECTED PROPERTY OWNERS PRIOR TO WATERLINE SHUT OFF AND AFTER SERVICE
IS RESTORED.
13.ALL MAINS SHALL BE ADEQUATELY FLUSHED, PRESSURE TESTED, AND DISINFECTED
IN ACCORDANCE WITH THE COUNTY SPECIFICATIONS.
14.ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER, NEW HANOVER
COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY THE N.C. DEPT. OF
ENVIRONMENTAL HEALTH AND NATURAL RESOURCES.
15.A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY MUST
BE SCHEDULED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION OF WATER AND
SEWER LINES.
16.MINIMUM UTILITY SEPARATION SHALL BE MAINTAINED:
a.HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER PIPES AND
WATER PIPES.
b.MINIMUM VERTICAL CLEARANCE OF 18" BETWEEN WATER PIPES AND SANITARY
SEWER PIPES.
c.MINIMUM VERTICAL CLEARANCE OF 12" BETWEEN WATER PIPES AND OTHER
UTILITIES.
d.WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY SEWER AND
WATER, OR WHERE SANITARY SEWER CROSSES ABOVE WATER MAIN, BOTH
PIPES SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10 FEET ON BOTH SIDES
OF CROSSING.
e.WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY SEWER AND
STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM
OF 10 FEET ON BOTH SIDES OF CROSSING.
12.ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
13.INSIDE DROPS SHALL BE PROVIDED FOR ANY SANITARY SEWER PIPE ENTERING A
MANHOLE 30" ABOVE THE MANHOLE INVERT. DROP MANHOLES SHALL BE 5' DIAMETER.
14.6" SANITARY LATERALS TIED INTO MANHOLES SHOULD HAVE THE PIPE CROWN
ELEVATION MATCHED TO THE MAIN LINE.
15.SANITARY SEWER MANHOLE AND CLEANOUT TOPS SHALL BE FLUSH TO FINISHED
GRADE.
16.PROJECT TO BE BUILT TO CFPUA SPECIFICATIONS FOR WATER AND SEWER. A UTILITY
PLAN MUST BE SUBMITTED AND APPROVED BY ENGINEERING AND EMERGENCY
MANAGEMENT.
17.THE LOCATION OF THE PUMP STATION MAY REQUIRE ODOR CONTROL MEASURES.
18.SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS
REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS.
1.FIRE HYDRANTS SHALL BE 18" FROM CENTERLINE OF
STEAMER CONNECTION TO FINISHED GRADE.
2.ALL FIRE HYDRANTS REQUIRE A 5" STORZ
CONNECTION ON THE STEAMER CONNECTION OF THE
HYDRANT.
3.FIRE HYDRANTS SHALL NOT BE OBSTRUCTED FROM
STREET VIEW BY LANDSCAPING OR OTHER UTILITIES
FOR A 3' RADIUS AROUND THE HYDRANT.
4.THERE SHALL BE UNOBSTRUCTED ACCESS TO THE
FIRE HYDRANT
FIRE HYDRANT NOTES
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
NOTE:
UTILITY PLAN IS PROVIDED FOR PRELIMINARY DESIGN
REVIEW ONLY. DRY PERMIT IS IN PROGRESS WITH
CFPUA FOR HYDRAULIC MODELING REQUIREMENTS.
ONSITE WATER MAIN SIZE MAY CHANGE BASED ON
WATER MODEL RESULTS ONCE OBTAINED.
X
XX
X
X
87
86
73
72
71
70
69
68
67
66
92
91
90
89
88
1
17
52
82
2
18
53
83
3
19
54
84
4
20
55
85
5
21
56
6
22
57
723
58
8
16
24
51
59
81
9
25
60
10
26
61
11
27
78
12
28
77
13
29
76
14
30
75
15
50
80
62
63
64
65
OS #2
AMENITY AREA
(DESIGN UNDER SEPARATE COVER)
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
OS #11
45
46
47
4849
79
74
SCM 1
SCM 2
SCM 5
BLUE BAY ROAD
50' R/W (PRIVATE)
BLUE LAGOON RUN
50' R/W (PRIVATE)
HARBOR MIST LANE
50' R/W (PRIVATE)
SA
N
D
Y
S
H
O
R
E
S
P
L
A
C
E
50
'
R
/
W
(
P
R
I
V
A
T
E
)
COVE LANDING LANE
50' R/W (PRIVATE)
1'3'
31'
93
'
34'
99
'
20'
91
'
20'
20'
90
'
20'
20'
91
'
20'
34'
89
'
14'21'
35
'
94'
35
'
91'
12
'
9'
20
'
90'
20
'
20
'
90'
35
'
35
'
94'
35
'
96'
35
'
91'20
'
20
'
90'20
'
20
'
91'
35
'
35
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96'
35'
90
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35'
93
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20'
91
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20'
20'
93
'
20'
20'
97
'
20'
47'
53
'
27
'
43'8'
35'
99
'
38'
85
'
20'
10
1
'
20'
20'
99
'
20'
35'
85
'
38'
35'
96
'
35'
9
1
'
20'
20
'
9
0
'
20'
20'
9
0
'
34'
2'
35'
96'
36'
10
0
'
35'
91
'
20'
20'
90
'
20'
20'
91
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36'
35'
10
0
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35
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90'
35
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90'
20
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90'
20
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20
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35
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35
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35
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35
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20
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20
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20
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20
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35
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35
'
35'
94'
35'
90
'
20'
20'
90
'
20'
20'
91'
20'
20'
93'
35'
31'
19'
81'
23'
28
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98'
35
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85'
20
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20
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20
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92'
20
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65
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39'
14'
90
'
39'
20'
90
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20'
20'
90
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20'
20'
90
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20'
94'
35
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94'
20
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93'
20
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20
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92'
20
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35
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85'
48
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44'
21'
35
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15
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85'
20
'
20
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9'
11
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20
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20
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87'
20
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36
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93'
35
'
36
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91'
35
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98'
20
'
90'
20
'
20
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90'
20
'
2
0
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91'
20
'
3
6
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98'35
'
3
6
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92'
3
5
'
99'8'
1
2
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90'
20
'
2
0
'
91'
2
0
'
36'
99'
3
5
'
35
'
90'
35
'
91'
20
'
34'
90
'
34'
30
'
5'90'
35
'
35
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20
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93'
20
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20
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20
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89'
35
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23
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12
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35
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83'
20
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83'
20
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20
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20
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20
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20
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20
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83'
20
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35
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35
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35
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85'
36
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20
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20
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94'
20
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20
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94'
20
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20
'
93'
35
'
36
'
85'
18" RCP
INV=23.73
INV=22.86
INV=25.78
INV=25.72
18
R
C
P
INV=17.54
72" CMP
INV=19.55
INV=20.21
1
5
"
R
C
P
INV=21.25
INV=20.99
1
8
"
C
M
P
12
"
R
C
P
INV=22.74
INV=23.23
INV=23.39
18
"
R
C
P
1
5
"
R
C
P
INV=24.26
INV=24.75
INV=23.99
INV=24.17
1
5
"
R
C
P
DI
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
1
5
"
R
C
P
1
8
"
R
C
P
DI
RIM=24.63
IN(N)=21.88
OUT=21.68
DI
RIM=25.21
IN(N)=22.86
OUT=22.75
YI
RIM=20.39
IN(W)=15.19
OUT=15.15
W
W
W
W
W
W
W
W
W
W
W
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WETLANDS
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WETLANDS
WETLANDS
WETLANDS
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MATCHLINE C3.1
MATCHLINE C3.2
8''W8''W8''W8''W
S S
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S
S
S
S
S
S
S
S
S
S
S
S
S
S
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N
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8''W
8''W
8''W
8''W
8''W8''W
8''W
8''W
8''W
8''W
8''W
8''W8''W8''W8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
8''
W
8''
W
8'
'
W
8''
W
8''
W
8''
W
S
SA
N
8'
'
W
8''
W
8'
'
W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8'
'
W
8''
W
8''
W
8''W
8''W
8''W
S
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
8" X 8" TEE
(2) 8" GV
8" X 8" TEE
(2) 8" GV
TIE INTO EXISTING 8" WATERLINE
WITH 8" TAPPING SLEEVE AND 8" GV
EXISTING WATERLINE
BA
D
A
A
B
C
B
B
B
B
B
A
B
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
MH 26
MH 27
MH 25 (5' DIA.)
MH 31
MH 42
MH 23 (5' DIA.)
MH 22
MH 30
MH 24
MH 40
MH 29 (5' DIA.)
MH 38
MH 28
MH 32
MH 41
MH 35
MH 37
MH 33
MH 34
MH 36
MH 43
MH 39
B
B
FIRE HYDRANT
ASSEMBLY, TYP.
PUBLIC UTILITY
EASEMENT
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
PUBLIC UTILITY
EASEMENT
8" X 8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY, TYP.
D
D
BLOW OFF ASSEMBLY
30' PUBLIC UTILITY
EASEMENT
B
MATCHLINE C3.1
MATCHLINE C3.3
P
H
A
S
E
2
P
H
A
S
E
1
PHA
S
E
2
PHA
S
E
1
PUBLIC DRAINAGE
EASEMENT
PUBLIC DRAINAGE
EASEMENT
PUBLIC DRAINAGE
EASEMENT
40' TEMPORARY
CONSTRUCTION EASEMENT
30' PUBLIC UTILITY
EASEMENT 35' PUBLIC UTILITY AND
ACCESS EASEMENT
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
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11
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6
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4
6/26/2024
DE
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D
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1
O
F
3
C3.1
1" = 50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
UTILITY KEYNOTES LEGEND
11.25° MJ BEND
22.5° MJ BEND
22.5° + 11.25° MJ BEND
45° MJ BEND
A
B
C
D
X
X
XX
X
X
X
X
147
119
103
146
118
102
145
117
101
160
144
116
100
159
143
115
99
158
142
114
98
157
141
113
97
156
140
112
96
155
139
111
95
154
138
110
94
153
137
109
93
152
136
108
92
151
123
107
91
150
122
106
90
149
121
105
148
120
104
251
234
83
250
233
84
249
85
248
231
247
263
246
261
245
260
252
244
235
259
243
258
242
257
241
256
239
255
238
254
237
253
236
126
130
125
OS #4
124
135
134
129
133
128
132
127
131
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
193
200201
202
198
197
196
195
OS #11
OS #3
262
229
OS #7
OS #8
OS #5
232
230
228
240
SCM 3
SCM 3
SCM 4
BL
U
E
B
A
Y
R
O
A
D
5
0
'
R
/
W
(
P
R
I
V
A
T
E
)
BAYVIEW
S
T
R
E
E
T
50' R/W (P
R
I
V
A
T
E
)
BLUE SHO
R
E
S
D
R
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V
E
50' R/W (P
R
I
V
A
T
E
)
AQ
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N
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W
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Y
5
0
'
R
/
W
(
P
R
I
V
A
T
E
)
35'20'20'35'
20
'
92'
20
'
35
'
35
'
90'
35
'
91'
20
'
90'20
'
20
'
90'20
'
20
'
90'20
'
20
'
90'20
'
30
'
5'
91'
35
'
35
'
90'
35
'
91'
20
'
90'20
'
20
'
90'20
'
20
'
90'
20
'
1'
19
'
90'
20
'
30
'
5'
91'
35
'
65
'
39'
14'
90
'
39'
90
'
20'
20'
90
'
20'
20'
90
'
20'
20'
18'16'
91
'
34'
36'
92
'
34'
10
3
'
20'
90
'
20'
20'
90
'
20'
20'
92'
20'
36'
10
3
'
34'
37
'
92'
35
'
103'
20
'
90'
20
'
20
'
90'
20
'
20
'
92'
20
'
2
7
'
25'
76'
35
'
107'41
'
86'
35
'
112'
21
'
20
'
20
'
114'
20
'
20
'
112'
2
0
'
20
'
107'
2
1
'
35
'
86'
4
1
'
90'
35
'
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35
'
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20
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20
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20
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20
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20
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35
'
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35
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2
6
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34'
80'
23'
20
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91'
20'
20'
90'
20'
20'
92'
20'
35'
90'
17'
20'
34
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34
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20
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20
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20
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20
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90'
20
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20
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90'
3'
31
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34
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90'
24'10'
34'
20'
20'
20'
14'6'
34'
34'
35'
90
'
35'
90
'
20'
20'
90
'
20'
20'
90
'
20'
10'10'
90
'
20'
20'
90
'
35'
35'
90
'
34'
34'
20'
20'
20'
20'20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
90
'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
34'
90
'
35'
15'
90
'
40'
65
'
39'
20'
90
'
20'
20'
90
'
20'
20'
90
'
10'10'
35'
90
'
35'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
89
'
87
'
83
'
44'
105'34
'
132'
22
'
96'
20
'
21
'
92'
20
'
19
'
1'
90'
20
'
34
'
90'
34
'
34
'
90'34
'
90'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
34
'
25'
65'
34
'
90
'
20'
20'
90
'
20'
35'
35'
90
'
40'
90
'
15'39'
65
'
20'
90
'
20'
20'
90
'
20'
25'
90
'
35'
10'
35
'
90'
7'
29
'
84'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
35
'
90'
35
'
90'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
88'
9'
26
'
90'
35
'
90'
35
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
25'
65'
90'
35
'
90'
20
'
90'
20
'
90'
20
'
90'
20
'
25'
35
'
90
'
34'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
34'
90
'
34'
34'
90
'
34'
90
'
20'
90
'
20'
20'
90
'
20'
20'
90
'
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34'
90
'
34'
34'
90
'
34'
90
'
20'
90
'
20'
15'5'
90
'
20'
20'
93
'
20'
36'
10
5
'
34'
20
'
91'
20
'
89'
35
'
20
'
83'
20
'
35
'
84'
35
'
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
MATCHLINE C3.1
MATCHLINE C3.2
MA
T
C
H
L
I
N
E
C
3
.
2
MA
T
C
H
L
I
N
E
C
3
.
3
8''W
8''W
8''W
8''W
8''W
8''
W
8''W
8'
'
W
8''W
8''
W
8''
W 8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8'
'
W
8''
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SAN
SAN
S
A
N
S
A
N
SA
N
SA
N
SAN
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''
W
8'
'
W
8'
'
W
8'
'
W
8''
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''
W
8'
'
W
8'
'
W
8'
'
W
8''
W
8''W
8''W
FM
F
M
F
M
F
M
FM
FM
FM
FM
FM
FM S
S
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
8" X 8" TEE
(2) 8" GV
8" X 8" TEE
(2) 8" GV
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY, TYP.
PROPOSED PUMP STATION
1" CORP. STOP
1" DOMESTIC WATER METER
1" RPZ ASSEMBLY
1" SDR 21 WATER SERVICE LINE
(2) 45° BENDS
PROPOSED 8" FORCEMAIN
(2) 45° BENDS
B
D
C
C
C
B
B
B
B
A
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
MH 6 (5' DIA.)
MH 4
MH 1A
MH 17
MH 18
MH 20
MH 22
MH 16
MH 19
MH 5 (5' DIA.)
MH 15
MH 21
MH 11
MH 2
MH 3 (5' DIA.)
MH 13
MH 12
MH 1 (5' DIA.)
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
WATER SERVICE, TYP.
SEWER SERVICE, TYP.
MATCHLINE C3.1
MATCHLINE C3.3
P
H
A
S
E
2
P
H
A
S
E
1
PH
A
S
E
2
P
H
A
S
E
1
INSTALL TEMPORARY BLOWOFF ASSEMBLY TO
ALLOW FOR TESTING AND RESTRAINING WATER
SERVICE WHEN PHASE 2 IS CONNECTED.
THE TEMPORARY BLOWOFF WILL BE REMOVED
DURING PHASE 2
INSTALL TEMPORARY BLOWOFF ASSEMBLY TO
ALLOW FOR TESTING AND RESTRAINING WATER
SERVICE WHEN PHASE 2 IS CONNECTED.
THE TEMPORARY BLOWOFF WILL BE REMOVED
DURING PHASE 2
INSTALL TEMPORARY BLOWOFF ASSEMBLY TO
ALLOW FOR TESTING AND RESTRAINING WATER
SERVICE WHEN PHASE 2 IS CONNECTED.
THE TEMPORARY BLOWOFF WILL BE REMOVED
DURING PHASE 2
SEE SHEET PS1.1 FOR CONTINUATION
8" X 8" TEE
(2) 8" GV
MANHOLE WITH AIR
RELEASE VALVE
MANHOLE WITH AIR
RELEASE VALVE
8" GATE VALVE
30' PUBLIC UTILITY
EASEMENT
35' PUBLIC UTILITY AND
ACCESS EASEMENT
35' PUBLIC UTILITY AND
ACCESS EASEMENT
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
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C3.2
1" = 50'
NA
D
8
3
SCALE 1"=50'
100'50'0
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
UTILITY KEYNOTES LEGEND
11.25° BEND
22.5° BEND
22.5° + 11.25° BEND
45° BEND
A
B
C
D
163
147
162
146
178
161
145
177
160
144
176
159
143
175
158
142
174
157
173
156
172
155
171
154
170
153
169
152
168
151
167
150
165
149
164
148
251
234
250
233
249
248
231
247
246
245
252
244
235
243
242
257
241
256
239
255
238
254
237
253
236
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
OS #9
197
189
181
196
188
180
195
187
179
OS #11
229
OS #7
OS #8
OS #5
OS #10
232
230
228
240
166
SCM 1
SCM 3
SCM 5
BLUE SHO
R
E
S
D
R
I
V
E
50' R/W (P
R
I
V
A
T
E
)
BAYVIEW
S
T
R
E
E
T
50' R/W (P
R
I
V
A
T
E
)
AQ
U
A
M
A
R
I
N
E
W
A
Y
5
0
'
R
/
W
(
P
R
I
V
A
T
E
)
35'20'20'35'
35'
90
'
20'
20'
90
'
20'
20'
90
'
20'
10'10'
90
'
20'
20'
90
'
35'
35'
90
'
20'
20'
20'20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
90
'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
32'2'
34'
21'
20'
34'
7'
34'
90
'
35'
32
'
58
'
35'
90
'
10'10'
20'
90
'
20'
20'
35'
90
'
35'
15'
90
'
40'
65
'
39'
20'
90
'
20'
20'
90
'
20'
20'
90
'
10'10'
35'
90
'
35'
10
8
'
97
'
92
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
44'
105'
132'
22
'
96'
20
'
21
'
92'
20
'
19
'
1'
90'
20
'
34
'
90'
34
'
34
'
90'34
'
90'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
34
'
25'
65'
34
'
90
'
35'
90
'
35'
90
'
20'
10'10'20'
90
'
20'
35'
35'
90
'
40'
90
'
15'39'
65
'
20'
90
'
20'
20'
90
'
20'
25'
90
'
35'
10'
35
'
90'
7'
29
'
84'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
35
'
90'
35
'
90'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
88'
9'
26
'
90'
35
'
90'
35
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
25'
65'
35
'
90'
35
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
65'
25'
35
'
65'
39'
15
'
90'
40
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
10
'
10
'
35
'
90'
35
'
35
'
90'
35
'
90'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
18
'
18
'
88'32
'
3'
15
'
39'
65'
40
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
35
'
35
'
90'
35
'
90'
35
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
17
'
18
'
35
'
91'
20'
20'
34'
90
'
34'
90
'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
34'
90
'
34'
34'
90
'
34'
90
'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
34'
90
'
34'
34'
90
'
34'
90
'
20'
90
'
20'
15'5'
90
'
20'
20'
93
'
20'
36'
10
5
'
34'
INV=17.54
72" CMP
18
"
R
C
P
INV=21.98
INV=22.43
INV=19.55
INV=20.21
INV=23.98
INV=23.97
INV=24.90
INV=24.90
18
"
R
C
P
18
"
R
C
P
INV=23.62
INV=22.63
INV=22.63
INV=22.25
INV=22.38
INV=22.64
18
"
R
C
P
18
"
R
C
P
18
"
R
C
P
18" RCP
12
"
R
C
P
1
8
"
R
C
P
15
"
R
C
P
INV=21.25
INV=20.99
18
"
C
M
P
DI
RIM=25.94
IN(N)=22.39
IN(S)=22.04
OUT=21.99
DI
RIM=24.48
IN(N)=22.73
IN(W)=22.58
OUT=22.4812" RCP 6"
P
V
C
INV=22.36
END UKNOWN
END UKNOWN
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
W
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8''W
8''W
8''W
FM
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WATER MAIN
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
8" X 8" TEE
(2) 8" GV
8" X 8" TEE
(2) 8" GV
TIE INTO EXISTING 8" WATERLINE
WITH 8" TAPPING SLEEVE AND 8" GV
PROPOSED 8" FORCEMAIN
(2) 45° BENDS
D
B
B
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FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
MH 6 (5' DIA.)
MH 5 (5' DIA.)
MH 15
MH 11
MH 7
MH 13
MH 12
MH 8
MH 14
MH 9
MH 10
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
D
D
22.5° BEND
45° BEND
22.5° BEND
MATCHLINE C3.1
MATCHLINE C3.3
P
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1
PHA
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1
8" X 8" TEE
(2) 8" GV
SEE CONTINUATION OF OFFSITE
FORCEMAIN DESIGN ON SHEET PS1.5
MANHOLE WITH AIR
RELEASE VALVE
8" GATE VALVE
35' PUBLIC UTILITY AND
ACCESS EASEMENT
35' PUBLIC UTILITY AND
ACCESS EASEMENT
35' PUBLIC UTILITY AND
ACCESS EASEMENT
JOB NO.
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C3.3
1" = 50'
NA
D
8
3
SCALE 1"=50'
100'50'0
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
UTILITY KEYNOTES LEGEND
11.25° BEND
22.5° BEND
22.5° + 11.25° BEND
45° BEND
A
B
C
D
25
25
2
5
2
5
2
5
2
5
2
5
20
20
25
25
25
25
2525
30
30
30
3
0
30
30
30
30
30
30
30
3030
30
3030
3
0303
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30
30
3
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30 30
303030
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30
3
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30
30
3
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30
30
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30
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2
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2
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30
30
30
30
30
30
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25
25
20
20
25
25
25
25
25
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5
2
5
2
5
25
25
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5
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25
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2
5
25
25
25
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5
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30
30
30
30
30
30
30
30
3
0
30
30
30
3
0
30
3
03
0
3
0
30
30
30
3030
30
30
30
30
3
0
30
30
30
30
30
30
30
30
30
303
0
30
30
30
30
30
3
0
30
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0
303
0
303
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30
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30
30
30
30
30
30
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30
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30
3
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30
30
3
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30
3
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0
3
0
3
0
303
0
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25
2
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2
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2
5
2
5
25
25
2
5
2
5
2
5
2
5
2
5
2
5
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5
2525
2525
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2
5
25
2
5
25
25
2020
25
25
25
25
25
2525
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2525
2525
25
25
2525
25
25
25
25
25
25
25
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25
25
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25
2
5
2
5
2
5
2
5
2
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2
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52
5
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5
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2
5
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2
5
2
5
2
5
25
2
5
2
5
2
5
2
5
2
5
2
5
30
30
30
30
30
3
0
30
30
1
5
2
0
1
5
2
0
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LOD
LOD
L
O
D
L
O
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
L
O
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LO
D
L
O
D
L
O
D
LOD
LOD
L
O
D
LO
D
LOD
LO
D
LOD
LOD
LOD
LODLOD
LOD
LOD
L
O
D
LO
D
LO
D
LOD
LOD
LO
D
L
O
D
LOD
LOD
L
O
D
LO
D
LOD
LOD
LOD L
O
D
LOD
LOD
LOD
LOD
LO
D
LOD
L
O
D
LOD
X
X
X
163
147
119
103
87
162
146
118
102
86
178
161
145
117
101
73
177
160
144
116
100
72
176
159
143
115
99
71
175
158
142
114
98
70
174
157
141
113
97
69
173
156
140
112
96
68
172
155
139
111
95
67
171
154
138
110
94
66
170
153
137
109
93
169
152
136
108
92
168
151
123
107
91
167
150
122
106
90
165
149
121
105
89
164
148
120
104
88
1
17
52
82
251
234
2
18
53
83
250
233
3
19
54
84
249
4
20
55
85
248
231
5
21
56
247
6
22
57
263
246
723
58
261
245
8
16
24
51
59
81
260
252
244
235
9
25
60
259
243
10
26
61
258
242
11
27
78
257
241
12
28
77
256
239
13
29
76
255
238
14
30
75
254
237
15
50
80
253
236
62
63
64
65
OS #2
AMENITY AREA
(DESIGN UNDER SEPARATE COVER)
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
126
130
125
OS #4
124
135
134
129
133
128 132
127
131
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
OS #9
197
189
181
196
188
180
195
187
179
OS #11
OS #3
262
229
OS #7
OS #8
OS #5
OS #10
4546474849
232 230 228
240
166
79
74
SCM 1
SCM 2
SCM 3
SCM 3
SCM 4
SCM 5
BLUE BAY ROAD
50' R/W (PRIVATE)
BL
U
E
B
A
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R
O
A
D
50
'
R
/
W
(
P
R
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)
BLUE LAGOON RUN
50' R/W (PRIVATE)
HARBOR MIST LANE
50' R/W (PRIVATE)
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BAYVIEW S
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W
(
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R
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COVE LANDING LANE
50' R/W (PRIVATE)
1'3'
31'
93
'
34'
99
'
20'
91
'
20'
20'
90
'
20'
20'
91
'
20'
34'
89
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14'21'
35
'
94'
35
'
91'
12
'
9'20
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90'
20
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20
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90'
35
'
35
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94'
35
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35
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20
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20
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90'
20
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20
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91'
35'
35
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35'
90
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35'
93
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20'
91
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20'
20'
93
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20'
20'
97
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20'
47'
53
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27
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43'8'
35'
99
'
38'
85
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20'
10
1
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20'
20'
99
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20'
35'
85
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38'
35'
96
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35'
91
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20'
20'
9
0
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20'
20'
90
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34'
2'
35'
96
'
36'
10
0
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35'
91
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20'
20'
90
'
20'
20'
91
'
36'
35'
10
0
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35
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90'
35
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90'
20
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20
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90'
20
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20
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90'
20
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20
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90'
20
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20
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90'
35
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35
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90'
35
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90'
35
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90'
20
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20
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90'
20
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20
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20
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20
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90'
20
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20
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90'
35
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35
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90'
35
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90'
35
'
90'
20
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90'20
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20
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90'20
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35
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90'
35
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35'
94'
35'
90'
20'
20'
90'
20'
20'
91
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20'
20'
93'35'
31'
19'
81'
23'
28
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98'
35
'
85'
20
'
94'20
'
20
'
92'20
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65
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39'14'
90
'
39'
20'
90
'
20'
20'
90
'
20'
20'
90
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20'
94'
35
'
94'
20
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93'
20
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20
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92'
20
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35
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85'
48'
44'
21'
3
5
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15
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85'
20
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20
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9'
11
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20
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20
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20
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35
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91'35
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20
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20
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20
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90'
20
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20
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91'
20
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3
6
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98'35
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3
6
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92'
3
5
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99'8'
1
2
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90'
20
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20
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91'
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5
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20'
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34'
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34'
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34'
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32'2'
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85'
18" RCPINV=23.73
INV=22.86
INV=17.54
72" CMP
18
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R
C
P
INV=21.98
INV=22.43
INV=19.55
INV=20.21
INV=23.98
INV=23.97
INV=24.90
INV=24.90
18
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R
C
P
18
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R
C
P
INV=23.62
INV=22.63
INV=22.63
INV=22.25
INV=22.38
INV=22.64
18
"
R
C
P
18
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R
C
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18
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R
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18" RCP12
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R
C
P
1
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R
C
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1
5
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R
C
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1
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12
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C
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INV=22.74
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15
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R
C
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INV=24.26
INV=24.75
INV=23.99
INV=24.17
1
5
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R
C
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DI
RIM=25.94
IN(N)=22.39
IN(S)=22.04
OUT=21.99
DI
RIM=24.48
IN(N)=22.73
IN(W)=22.58
OUT=22.4812" RCP6"
P
V
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INV=22.36
END UKNOWN
END UKNOWN
DI
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
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15
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IN(N)=21.88
OUT=21.68
DI
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OUT=22.75
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IN(W)=15.19
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18" RCPINV=23.73
INV=22.86
INV=17.54
72" CMP
18
"
R
C
P
INV=21.98
INV=22.43
INV=19.55
INV=20.21
INV=23.98
INV=23.97
INV=24.90
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18
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R
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18
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R
C
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INV=23.62
INV=22.63
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18
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18
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1
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1
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INV=20.99
1
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12
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R
C
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INV=22.74
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INV=23.3918
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15
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INV=24.26
INV=24.75
INV=23.99
INV=24.17
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C
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DI
RIM=25.94
IN(N)=22.39
IN(S)=22.04
OUT=21.99
DI
RIM=24.48
IN(N)=22.73
IN(W)=22.58
OUT=22.4812" RCP6"
P
V
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INV=22.36
END UKNOWN
END UKNOWN
DI
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
15
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R
C
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1
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C
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DI
RIM=24.63
IN(N)=21.88
OUT=21.68
DI
RIM=25.21
IN(N)=22.86
OUT=22.75
YI
RIM=20.39
IN(W)=15.19
OUT=15.15
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16171819202122232425262727
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MATCHLINE C4.1
MATCHLINE C4.2
MATCHLINE C4.1
MATCHLINE C4.3
MA
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PHASE 2
PHASE 1
CONSTRUCTION WITHIN
PUBLIC DRAINAGE EASEMENT
SEE GRADING AND STORM
DRAINAGE NOTE 16
CONSTRUCTION WITHIN
PUBLIC DRAINAGE EASEMENT
SEE GRADING AND STORM
DRAINAGE NOTE 16
CONSTRUCTION WITHIN
PUBLIC DRAINAGE EASEMENT
SEE GRADING AND STORM
DRAINAGE NOTE 16
CONSTRUCTION WITHIN
PUBLIC DRAINAGE EASEMENT
SEE GRADING AND STORM
DRAINAGE NOTE 16
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
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C4.0
1" = 100'
NA
D
8
3
0
SCALE 1"=100'
200'100'
SITE BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
TW PROPOSED TOP OF WALL250.25
PROPOSED PAD GRADE
BW PROPOSED BOTTOM OF WALL250.25
PAD
250.25
PROPOSED CATCH BASIN
PROPOSED DRAINAGE INLET
PROPOSED FLARED END SECTION
PROPOSED RCP STORM PIPE
PROPOSED ADS HP STORM PIPE
NOTES:
1.STATE PERMIT 401/404 SHALL BE OBTAINED
PRIOR TO ANY IMPACT TO JUSRISDICTIONAL
AND NON-JURISDICTIONAL WETLANDS.
2.AS-BUILT INFORMATION FOR THE
STORMWATER INFRASTRUCTURE SHALL BE
PROVIDED IN A GIS SHAPEFILE TO THE
STATE NCDEQ FOLLOWING CONSTRUCTION
FOR COMPLIANCE.
3.ALL STORMWATER PONDS, PIPES, AND
DITCHES OUTSIDE OF RIGHT-OF-WAY SHALL
BE WITHIN A PERMANENT DRAINAGE
EASEMENT DEDICATED TO NEW HANOVER
COUNTY.
4.ALL LOTS WITHOUT REAR YARD DRAINAGE
SHALL HAVE ROOF DRAINS THAT LEAD TO
THE FRONT YARD TO THEN BE TREATED BY
ONE OF THE FIVE WET PONDS.
5.ALL IMPERVIOUS AREA SHALL DRAIN TO THE
FOREBAY OF ONE OF THE FIVE PROPOSED
WET PONDS.
6.ALL PIPE BEDDING SHALL BE CLASS "C"
UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
7.ALL PROPOSED RCP PIPE SHALL BE CLASS III
UNLESS OTHERWISE NOTED.
8.STORMWATER STRUCTURES LABELED "GTI"
STANDS FOR GRATE TOP INLET. THESE ARE
DRIVEABLE GRATE INLETS WITHOUT THE
THROAT INLET THAT CATCH BASINS HAVE.
SEE DETAIL SHEET C11.8.
PUBLIC DRAINAGE EASEMENT"PDE"
GRADING AND STORM DRAINAGE NOTES
1.CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY
COMPANIES INVOLVED IN ANY RELATED RELOCATION (I.E. POWER
POLES, TELEPHONE PEDESTALS, WATER METERS, ETC.).
2.EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE
BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL
VERIFY CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY
DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE
PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
3.THE CATCH BASINS AND YARD INLETS SHALL BE CONSTRUCTED IN
THE LOCATIONS SHOWN UNLESS OTHERWISE DIRECTED BY THE
ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING
ANY DISCREPANCIES IN THE CATCH BASIN ELEVATIONS OR THE
PROPOSED PIPE SLOPES TO THE ENGINEER. THE CONTRACTOR IS
ALSO RESPONSIBLE TO REPORT ANY CONFLICTS BETWEEN ANY
UTILITY, STORM DRAIN LINE, WATER LINE, SEWER LINE OR ANY
OTHER PROPOSED OR EXISTING STRUCTURE TO THE ENGINEER.
4.A LAND DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE
COMMENCEMENT OF ANY LAND-DISTURBING ACTIVITIES.
5.ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES,
VALVE BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED
TO MATCH FINISHED GRADE.
6.ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE
PERFORMED BY THE OWNER'S INDEPENDENT TESTING
LABORATORY.
7.ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS
NOTED OTHERWISE. ALL ELEVATIONS ARE BASED ON VERTICAL
DATUM NAVD88.
8.A PRE-CONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO
ANY WORK, GRADING OR INSTALLATION OF EROSION CONTROL
MEASURES.
9.ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY
AISLES ARE TO HAVE NO MORE THAN A 1:50 (2.0%) SLOPE IN ALL
DIRECTIONS. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20
(5.0%) SLOPE FOR THE LENGTH OF THE SIDEWALK AND NO MORE
THAN A 1:50 (2.0%) SLOPE FOR THE WIDTH OF THE SIDEWALK.
10.IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE
SLOPE REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY
TO CONTACT THE OWNER PRIOR TO POURING ANY CONCRETE SO
THAT A SOLUTION CAN BE FOUND.
11.SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR
BREAK POINTS BUT IT SHOULD NOT BE ASSUMED THAT ALL
NECESSARY SPOT ELEVATIONS ARE SHOWN. DUE TO SPACE
LIMITATIONS, THERE MAY BE OTHER CRITICAL SPOTS NOT LABELED
THAT SHOULD BE TAKEN INTO CONSIDERATION. THE CONTRACTOR
SHALL REVIEW THE GRADING PLAN IN DETAIL AND SHALL ENSURE
THAT ALL CRITICAL GRADE POINTS ARE STAKED AND FOLLOWED TO
PROVIDE POSITIVE DRAINAGE.
12.EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL
REMAIN UNDISTURBED UNLESS NOTED OTHERWISE. ANY AND ALL
LANDSCAPING AND EXISTING TREES AND SHRUBS TO REMAIN WHICH
ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE
REPLACED BY THE CONTRACTOR USING A LICENSED LANDSCAPE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
13.THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES
IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND
OFF-SITE. THE GRADING CONTRACTOR SHALL MAINTAIN ALL
EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
DIRECTED BY THE EROSION CONTROL INSPECTOR OR THE
ENGINEER.
14.THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS
GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL
APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE
AREAS.
15.ALL CATCH BASINS MUST BE MARKED "DUMP NO WASTE DRAINS TO
STREAM" OR EQUIVALENT.
16.CONSTRUCTION WITHIN PUBLIC DRAINAGE EASEMENTS WILL BE
MAINTAINED BY THE COUNTY AND WILL NEED TO BE OBSERVED
DURING CONSTRUCTION BY STORMWATER SERVICES (910-798-7077).
CONTRACTOR TO SCHEDULE A TURNOVER MEETING WITH THE
COUNTY FOLLOWING CONSTRUCTION.
17.ALL COUNTY MAINTAINED PIPING SHALL BE IN ACCORDANCE WITH
NCDOT STANDARD DETAIL 300.01.
SWL PROPOSED SWALE CENTERLINE250.25
PRIVATE DRAINAGE EASEMENT"PRDE"
TWW PROPOSED TOP OF WING WALL250.25
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LO
D
L
O
D
LOD
LOD
LOD
LO
D
L
O
D
LOD
L
O
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
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LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
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D
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O
D
L
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D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
L
O
D
LOD
L
O
D
LOD
LO
D
LO
D
LO
D
LO
D
L
O
D
LOD
LOD
L
O
D
LOD
LOD
LODLOD
LOD
LODLOD
LOD
L
O
D
L
O
D
LOD
L
O
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LO
D
LOD
LO
D
LO
D
X
XX
X
X
87
86
73
72
71
70
69
68
67
66
92
91
90
89
88
1
17
52
82
2
18
53
83
3
19
54
84
4
20
55
85
5
21
56
6
22
57
723
58
8
16
24
51
59
81
9
25
60
10
26
61
11
27
78
12
28
77
13
29
76
14
30
75
15
50
80
62
63
64
65
OS #2
AMENITY AREA
(DESIGN UNDER SEPARATE COVER)
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
OS #11
45
46
47
4849
79
74
SCM 1
SCM 2
SCM 5
BLUE BAY ROAD
50' R/W (PRIVATE)
BLUE LAGOON RUN
50' R/W (PRIVATE)
HARBOR MIST LANE
50' R/W (PRIVATE)
SA
N
D
Y
S
H
O
R
E
S
P
L
A
C
E
50
'
R
/
W
(
P
R
I
V
A
T
E
)
COVE LANDING LANE
50' R/W (PRIVATE)
1'3'
31'
93
'
34'
99
'
20'
91
'
20'
20'
90
'
20'
20'
91
'
20'
34'
89
'
14'21'
35
'
94'
35
'
91'
12
'
9'
20
'
90'
20
'
20
'
90'
35
'
35
'
94'
35
'
96'
35
'
91'20
'
20
'
90'20
'
20
'
91'
35
'
35
'
96'
35'
90
'
35'
93
'
20'
91
'
20'
20'
93
'
20'
20'
97
'
20'
47'
53
'
27
'
43'8'
35'
99
'
38'
85
'
20'
10
1
'
20'
20'
99
'
20'
35'
85
'
38'
35'
96
'
35'
9
1
'
20'
20
'
9
0
'
20'
20'
9
0
'
34'
2'
35'
96'
36'
10
0
'
35'
91
'
20'
20'
90
'
20'
20'
91
'
36'
35'
10
0
'
35
'
90'
35
'
90'
20
'20
'
90'
20
'20
'
90'
20
'20
'
90'
20
'20
'
90'
35
'35
'
90'
35
'
90'
35
'
90'
20
'20
'
90'
20
'20
'
90'
20
'20
'
90'
20
'20
'
90'
35
'35
'
90'
35
'
90'
35
'
90'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
35'
94'
35'
90
'
20'
20'
90
'
20'
20'
91'
20'
20'
93'
35'
31'
19'
81'
23'
28
'
98'
35
'
85'
20
'
94'
20
'
20
'
92'
20
'
65
'
39'
14'
90
'
39'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
94'
35
'
94'
20
'
93'
20
'
20
'
92'
20
'
35
'
85'
48
'
44'
21'
35
'
15
'
85'
20
'
20
'
9'
11
'
85'
20
'
20
'
87'
20
'
36
'
93'
35
'
36
'
91'
35
'
98'
20
'
90'
20
'
20
'
90'
20
'
2
0
'
91'
20
'
3
6
'
98'35
'
3
6
'
92'
3
5
'
99'8'
1
2
'
90'
20
'
2
0
'
91'
2
0
'
36'
99'
3
5
'
35
'
90'
35
'
91'
20
'
34'
90
'
34'
30
'
5'90'
35
'
35
'
20
'
93'
20
'
20
'
91'
20
'
89'
35
'
23
'
12
'
83'
35
'
83'
20
'
83'
20
'
20
'
83'
20
'
20
'
83'
20
'
20
'
83'
20
'
35
'
84'
35
'
35
'
85'
36
'
93'
20
'
20
'
94'
20
'
20
'
94'
20
'
20
'
93'
35
'
36
'
85'
18" RCP
INV=23.73
INV=22.86
INV=17.54
72" CMP
INV=19.55
INV=20.21
1
5
"
R
C
P
INV=21.25
INV=20.99
1
8
"
C
M
P
12
"
R
C
P
INV=22.74
INV=23.23
INV=23.39
18
"
R
C
P
1
5
"
R
C
P
INV=24.26
INV=24.75
INV=23.99
INV=24.17
1
5
"
R
C
P
DI
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
1
5
"
R
C
P
1
8
"
R
C
P
DI
RIM=24.63
IN(N)=21.88
OUT=21.68
DI
RIM=25.21
IN(N)=22.86
OUT=22.75
YI
RIM=20.39
IN(W)=15.19
OUT=15.15
W
W
W
W
W
W
W
W
W
W
W
W
W
OH
P
O
H
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
O
H
P
OH
P
O
H
P
OH
P
PO
W
E
R
L
I
N
E
E
A
S
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M
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N
T
D.
B
.
4
7
7
,
P
G
.
1
7
8
PO
W
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L
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E
A
S
E
M
E
N
T
D.
B
.
4
7
7
,
P
G
.
1
7
8
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
28
2
8
28
2
8
28
28
28
29 29
28
28
27
27
27
2
7
27 27
28
28
27
28
28
2
7
22 26
23
27
28
2
4
27
26
26 26
25
2324
1819
19
25
27
1617
27
2019 25
25
29
27
27
28
27
8''W8''W8''W8''W
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
A
N
SA
N
SANSAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
S
A
N
SAN
SA
N
8''W
8''W
8''W
8''W
8''W
8''W8''W
8''W
8''W
8''W
8''W
8''W
8''W8''W8''W8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
8''
W
8''
W
8'
'
W
8''
W
8''
W
8''
W
S
SA
N
8'
'
W
8''
W
8'
'
W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8'
'
W
8''
W
8''
W
8''W
8''W
8''W
S
18" RCP
INV=23.73
INV=22.86
INV=17.54
72" CMP
INV=19.55
INV=20.21
1
5
"
R
C
P
INV=21.25
INV=20.99
1
8
"
C
M
P
12
"
R
C
P
INV=22.74
INV=23.23
INV=23.39
18
"
R
C
P
1
5
"
R
C
P
INV=24.26
INV=24.75
INV=23.99
INV=24.17
1
5
"
R
C
P
DI
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
1
5
"
R
C
P
1
8
"
R
C
P
DI
RIM=24.63
IN(N)=21.88
OUT=21.68
DI
RIM=25.21
IN(N)=22.86
OUT=22.75
YI
RIM=20.39
IN(W)=15.19
OUT=15.15
W
W
W
W
W
W
W
W
W
W
W
W
W
OH
P
O
H
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
O
H
P
OH
P
O
H
P
OH
P
PO
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
D.
B
.
4
7
7
,
P
G
.
1
7
8
PO
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
D.
B
.
4
7
7
,
P
G
.
1
7
8
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
18" ADS HP
36" ADS HP
42" ADS HP
42
"
A
D
S
H
P
42" ADS HP
15" ADS HP
24
"
A
D
S
H
P
30" ADS HP
36" ADS HP
18" ADS HP
24" ADS HP
24" ADS HP
30" ADS HP
30" ADS HP
15" ADS HP
15" ADS HP
15" ADS HP
18" ADS HP
24" AD
S
H
P
24" ADS HP
24" ADS HP
30
"
A
D
S
H
P
3
0
"
A
D
S
H
P
3
6
"
A
D
S
H
P
48" ADS HP
48
"
A
D
S
H
P
48" ADS HP
15" ADS HP
15"
A
D
S
H
P
18" ADS HP
18"
A
D
S
H
P
24
"
A
D
S
H
P
30
"
A
D
S
H
P
30" ADS HP
30" ADS HP
15" ADS HP
15" ADS HP
15" ADS HP
18" ADS HP
15" O-RING RCP
15" O-RING RCP
15" O-RING RCP
15" O-RING RCP
24" ADS HP
18
"
A
D
S
H
P
15" ADS HP
24" ADS HP
BYPASS NETWORK 3
DUAL 42" CLASS V O-RING RCP. SEE
PROFILE ON SHEET C9.3
BEDDING PER NCDOT STD DETAIL 300.01
SEE SHEET C12.8
BYPASS SWALE 1
GRASS-LINED @ 0.45% SLOPE
BYPASS SWALE 1
ENDWALL 4
(PER NCDOT STD
DETAIL 838.01)
ENDWALL 3
(PER NCDOT STD
DETAIL 838.01)
ENDWALL 1
(PER NCDOT STD
DETAIL 838.80-MOD)
ENDWALL 2
(PER NCDOT STD
DETAIL 838.80-MOD)
BYPASS NETWORK 1
DUAL 42" CLASS V RCP. SEE
PROFILE ON SHEET C9.3
BEDDING PER NCDOT STD
DETAIL 300.01
SEE SHEET C12.8
BYPASS NETWORK 2
18" ADS HP. SEE PROFILE
ON SHEET C9.3.
BEDDING PER NCDOT STD
DETAIL 300.01
SEE SHEET C12.8
PPES 100
PPES 101
18" CLASS
V RCP
PPES 200
BL
U
E
C
L
A
Y
R
O
A
D
-
S
.
R
.
1
3
1
8
6
0
'
P
U
B
L
I
C
R
/
W
24'Lx12'Wx18"D VDP
D50 = 8"
21'Lx11'Wx18"D VDP
D50 = 8"
8'Lx6'Wx12"D VDP
D50 = 4"
21'Lx11'Wx18"D VDP
D50 = 8"
5'Lx4'Wx12"D VDP
D50 = 4"
5'Lx4'Wx12"D VDP
D50 = 4"
5'Lx4'Wx12"D VDP
D50 = 4"5'Lx4'Wx12"D VDP
D50 = 4"SCM 1 FOREBAY WEIR ELEV = 22.00'
SCM 1 FOREBAY DAM = 23.00'SCM 2 FOREBAY WEIR ELEV = 24.25'
SCM 2 FOREBAY DAM = 25.25'
SCM 5 FOREBAY
WEIR ELEV = 21.00'
SCM 5 FOREBAY
DAM ELEV = 22.00'
DI 2009
DI 2013
GTI 2008
CB 2007
CB 2016
CB 2012
CB 2011
CB 2017
CB 2015
CB 2014
CB 2002
DI 2010
CB 2005
CB 2006
CB 2003
CB 2004
CB 2001
FES 2000
SCM 5 RISER
SCM 5 FES
SCM 2 RISER
SCM 2 FES
SCM 3 RISER
SCM 3 FES
SCM 1 RISER
SCM 1 FES
CB 1012
CB 1010
CB 1009
CB 1006
CB 1011
CB 1018
CB 1017
CB 1019
CB 1008
CB 1020
DI 1022
GTI 1016
CB 1014
CB 1005
CB 1007
GTI 1013
CB 1015
CB 1021
CB 1003
CB 1004
MH 1002
MH 1001
FES 1000
CB 2102
CB 2103CB 2104
MH 2101
FES 2100
PAD
28.00'
PAD
28.00'
PAD
27.50'
PAD
27.50'
PAD
27.50'
PAD
27.50'
PAD
28.00'
PAD
28.00'
PAD
27.50'
PAD
27.50'
PAD
27.50'
PAD
27.50'
PAD
27.75'
PAD
27.75'
PAD
28.25'
PAD
28.25'
PAD
27.50'
PAD
27.50'
PAD
27.50'
PAD
27.50'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
28.75'PAD
28.75'PAD
28.75'PAD
28.75'PAD
28.75'
PAD
27.50'
PAD
27.50'
PAD
27.50'
PAD
27.75'
PAD
27.75'
PAD
28.25'
PAD
28.75'
PAD
28.75'
PAD
27.50'
PAD
27.50'
PAD
28.00'
PAD
28.00'
PAD
28.45'
PAD
27.50'
PAD
27.50'
PAD
27.80'
PAD
27.80'
PAD
27.80'
PAD
27.80'
PAD
27.80'
PAD
27.50'
PAD
27.50'
PAD
28.50'
PAD
28.50'
PAD
29.00'
PAD
29.00'
PAD
29.50'
PAD
29.50'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
28.00'
PAD
28.00'
PAD
28.00'PAD
28.50'
PAD
28.50'
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
28.50'
PAD
28.50'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.25'
PAD
29.25'
VARIABLE WIDTH PRDE
VARIABLE WIDTH PRDE
VARIABLE WIDTH PRDE
30' PRDE
VARIABLE WIDTH PRDE
VARIABLE WIDTH PRDE
VARIABLE WIDTH PRDE
20' PRDE
40' PDE
40' PDE
50' NAG C350 EMERGENCY
SPILLWAY ELEV = 25.00'
50' NAG C350 EMERGENCY
SPILLWAY ELEV = 24.30'
50' NAG C350 EMERGENCY
SPILLWAY ELEV = 26.20'
100' NAG C350 EMERGENCY
SPILLWAY ELEV = 26.90'
30' PRDE
VARIABLE WIDTH
PRIVATE DRAINAGE AND SCM
MAINTENANCE EASEMENT
VARIABLE WIDTH
PRIVATE DRAINAGE AND SCM
MAINTENANCE EASEMENT
179
175
177
178
SCM 1 2.5" WATER QUALITY ORIFICE
(3x) 12"Hx24"W SECONDARY ORIFICES
SCM 3 3" WATER QUALITY ORIFICE
(2x) 12"Hx24"W SECONDARY ORIFICES
SCM 2 2.5" WATER QUALITY ORIFICE
(3x) 9"Hx24"W SECONDARY ORIFICES
SCM 5 2" WATER QUALITY ORIFICE
(2x) 12"Hx30"W SECONDARY ORIFICES
6"Hx36"W RECTANGULAR NOTCH
6"Hx36"W RECT. NOTCH
SWL
28.10'
SWL
28.00'
SWL
27.40'
SWL
27.84'
SWL
28.00'
SWL
29.00'
SWL
27.00'
SWL
26.70'
SWL
27.50'
SWL
21.00'
SWL
21.27'
SWL
21.79'
SWL
22.53'
SWL
23.70'
SWL
24.00'
SWL
26.33'SWL
25.89'
SWL
26.57'
SWL
26.73'
SWL
27.00'
SWL
27.23'
3:1 3:1 D = 3' MIN.
BYPASS SWALE 1
GRASS-LINED @ 0.45% SLOPE
3:
1
3:1
D = 3' MIN.
ENDWALL 5
(PER NCDOT STD
DETAIL 838.80-MOD.)ENDWALL 6
(PER NCDOT STD
DETAIL 838.80 - MOD.)
JUNCTION BOX 1
(SEE DETAIL SHEET C12.8)
21'Lx11'Wx26"D VDP
D50 = 10"JUNCTION BOX 2
(SEE DETAIL SHEET C12.8)
SEE PROFILE ON
SHEET C9.3
SEE PROFILE
ON SHEET C9.3
TWW
27.60'
TWW
26.00'
BW
22.30'
TW
28.30'
TWW
27.30'
TWW
26.80'
TWW
26.00'
BW
22.60'
TW
26.94'
TW
26.94'
BW
24.40'
BW
24.40'
BW
24.15'
BW
24.15'
TW
26.69'
TW
26.69'
BW
22.00'
TWW
25.00'
TW
26.50'
BW
23.00'
TWW
27.94'
TW
29.00'
EP
27.61'
EP
27.61'
EP
27.67'
EP
27.40'
EP
27.68'
CL
27.83'
CL
27.89'
EX EP
27.89' (±)
EX EP
27.54' (±)
EX EP
27.55' (±)
VARIABLE WIDTH PRDE
21'Lx11'Wx18"D VDP
D50 = 8"
21'Lx11'Wx18"D VDP
D50 = 8"
6'Lx5'Wx12"D VDP
D50 = 4"
6'Lx5'Wx12"D VDP
D50 = 4"
161718192021222324252627
27
252423 22 212019181717
CONTRACTOR SHALL ENSURE
PROPOSED BYPASS SWALE
PROVIDES POSITIVE DRAINAGE
FROM EXISTING SWALE
45' PDE
10' TOP OF BERM ELEV. = 27.25'
10' TOP OF BERM ELEV. = 26.00'
20' PRDE
VARIABLE WIDTH PRDE
SWL
26.91'
SWK
28.73'
SWK
28.94'
SWK
28.44'
SWK
28.10'
SWK
28.10'
SWK
28.47'
SWK
29.00'
SWK
28.71'
TWW
28.00'TWW
29.00'
TWW
29.00'
TW
29.00'
TWW
24.50'
TW
26.50'
TWW
26.50'
TWW
26.50'
TW
28.00'
TWW
27.60'
TW
28.60'
TW
28.58'
TWW
27.30'
TWW
26.80'
CB 2015A
18" ADS HP
PARKING LOT A
SEE DETAIL SHEET C4.5
PARKING LOT D
SEE DETAIL SHEET C4.6
PARKING LOT B
SEE DETAIL SHEET C4.6
PARKING LOT C
SEE DETAIL SHEET C4.6
PARKING LOT E
SEE DETAIL SHEET C4.6
45' PDE
45' PDE
45' PDE
JUNCTION BOX 3
(SEE DETAIL SHEET C12.8)
MATCHLINE C4.1
MATCHLINE C4.2
MATCHLINE C4.1
MATCHLINE C4.3
25'Lx15'Wx18"D VDP
END SIDEWALK AT TOP
OF EXISTING DITCH BANK
20' PRDE
P
H
A
S
E
2
P
H
A
S
E
1
PHASE 2
PHASE 1
21'Lx11'Wx26"D VDP
D50 = 10"
45' PDE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
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S
C
R
I
P
T
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R
V
I
S
I
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A
C
H
I
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V
E
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T
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R
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D
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3
SCALE 1"=50'
100'50'0
SITE BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
TW PROPOSED TOP OF WALL250.25
PROPOSED PAD GRADE
BW PROPOSED BOTTOM OF WALL250.25
PAD
250.25
PROPOSED CATCH BASIN
PROPOSED DRAINAGE INLET
PROPOSED FLARED END SECTION
PROPOSED RCP STORM PIPE
PROPOSED ADS HP STORM PIPE
PUBLIC DRAINAGE EASEMENT"PDE"
PRIVATE DRAINAGE EASEMENT"PRDE"
SWL PROPOSED SWALE CENTERLINE250.25
TWW PROPOSED TOP OF WING WALL250.25
2
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X
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102
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117
101
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116
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115
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114
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113
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260
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244
235
259
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238
254
237
253
236
126
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124
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134
129
133
128
132
127
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213
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206
214
222
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207
215
223
204
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216
224
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209
217
225
210
218
226
211
219
227
212
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194
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196
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232
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W
8'
'
W
8'
'
W
8''
W
8''W
8''W
FM
F
M
F
M
F
M
FM
FM
FM
FM
FM
FM S
S
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
15" ADS HP
18
"
A
D
S
H
P
30" ADS HP
36" ADS H
P
36" ADS HP
3
6
"
A
D
S
H
P
36
"
A
D
S
H
P
15" ADS HP
15" ADS H
P
15" ADS HP
15" ADS HP
18" ADS HP
24" A
D
S
H
P
2
4
"
A
D
S
H
P
15" ADS HP
18" ADS
H
P
18" A
D
S
H
P
15" ADS HP 15" ADS HP
15" ADS HP
15
"
A
D
S
H
P
18" ADS HP
24" ADS HP
15" ADS HP
48
"
A
D
S
H
P
48" ADS HP
15" O-RING RCP
15" O-RING RCP
15" O-RING RCP
15" ADS HP
DUAL 18" ADS HP
EQUALIZER PIPES
24'Lx12'Wx18"D VDP
D50 = 8"
8'Lx6'Wx12"D VDP
D50 = 4"
18'Lx9'Wx18"D VDP
D50 = 8"
18'Lx9'Wx18"D VDP
D50 = 8"
12'Lx6'Wx18"D VDP
D50 = 8"
5'Lx4'Wx12"D VDP
D50 = 4"
5'Lx4'Wx12"D VDP
D50 = 4"
4'Lx3'Wx12"D VDP
D50 = 4"
SCM 1 FOREBAY WEIR ELEV = 22.00'
SCM 1 FOREBAY DAM = 23.00'SCM 2 FOREBAY WEIR ELEV = 24.25'
SCM 2 FOREBAY DAM = 25.25'
SCM 4 FOREBAY WEIR ELEV = 25.50'
SCM 4 FOREBAY DAM = 26.50'
SCM 3A FOREBAY WEIR ELEV = 23.50'
SCM 3A FOREBAY DAM = 24.50'
SCM 3B FOREBAY WEIR ELEV = 23.50'
SCM 3B FOREBAY DAM = 24.50'
SCM 2 FES
SCM 3 RISER
SCM 3 FES
MH 1001
FES 1000
EQUALIZER MH 2
EQUALIZER MH 1
DI 3206
GTI 3202
CB 3201
GTI 3204
CB 3203
CB 3205
FES 3200
GTI 3106
CB 3105
CB 3111
GTI 3103
GTI 3109 GTI 3108
CB 3104
CB 3107
CB 3110
CB 3102
MH 3101
FES 3100
GTI 4002
CB 4001
FES 4000
GTI 5021
GTI 5020
CB 5018
CB 5022
CB 5019
CB 2103CB 2104
PAD
28.50'
PAD
28.50'
PAD
29.00'PAD
29.00'PAD
29.00'
PAD
29.00'
PAD
28.75'
PAD
28.75'
PAD
28.50'
PAD
28.50'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.75'
PAD
29.75'
PAD
29.25'
PAD
29.25'
PAD
29.25'
PAD
29.25'
PAD
29.25'
PAD
29.25'
PAD
29.25'
PAD
29.25'
PAD
29.25'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.65'
PAD
28.65'
PAD
28.65'
PAD
29.35'
PAD
29.35'
PAD
29.35'
PAD
29.35'
PAD
29.35'
PAD
30.10'
PAD
30.10'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
29.00'
PAD
29.25'
PAD
29.25'
PAD
29.75'
PAD
29.75'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
28.55'
PAD
28.55'
PAD
28.55'
PAD
28.55'
PAD
27.75'
PAD
27.75'PAD
27.75'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
29.25'
PAD
28.25'
PAD
28.25'
PAD
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
28.75'
PAD
28.75'
PAD
29.50'
PAD
29.50'
PAD
29.50'
PAD
28.25'
PAD
28.25'
PAD
28.75'
PAD
28.75'
PAD
29.25'
PAD
29.25'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
29.50'
PAD
29.50'
PAD
29.50'
PAD
29.50'
PAD
29.50'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.00'
VARIABLE WIDTH PRDE
20' PRDE
VARIABLE
WIDTH PRDE
VARIABLE WIDTH PRDE
50' NAG C350 EMERGENCY
SPILLWAY ELEV = 26.20'
100' NAG C350 EMERGENCY
SPILLWAY ELEV = 26.90'
3' WIDE CONCRETE
WEIR ELEV = 25.70'
SEE DETAIL SHEET C8.3
25' NAG C350 EMERGENCY
SPILLWAY ELEV = 27.00'
VARIABLE WIDTH
PRIVATE DRAINAGE AND SCM
MAINTENANCE EASEMENT
VARIABLE WIDTH
PRIVATE DRAINAGE AND SCM
MAINTENANCE EASEMENT
PRIVATE DRAINAGE AND SCM
MAINTENANCE EASEMENT
VARIABLE WIDTH
PRIVATE DRAINAGE AND SCM
MAINTENANCE EASEMENT
SCM 4 OUTFALL DEVICE.
SEE DETAIL SHEET C8.3.
177
SCM 3 3" WATER QUALITY ORIFICE
(2x) 12"Hx24"W SECONDARY ORIFICES
6"Hx36"W RECT. NOTCH
SWL
27.88'
SWL
28.00'
SWL
28.50'
SWL
29.10'
SWL
28.95'
SWL
28.85'
SWL
28.35'
SWL
29.05'
SWL
29.80'
SWL
28.98'
SWL
27.96'
SWL
28.79'
SWL
28.04'
SWL
28.29'
SWL
28.72'
SWL
27.76'
SWL
28.33'
SWL
27.30'
SWL
27.95'
SWL
26.94'
SWL
28.80'SWL
28.30'
SWL
28.70'
SWL
27.27'
SWL
28.23'SWL
27.41'
SWL
27.63'
SWL
27.95'
SWL
27.65'
SWL
28.25'
SWL
27.90'
SWL
28.20'
CB 3008
CB 3007
CB 3002
DI 3011
CB 3009
CB 3010
CB 3003
CB 3004
GTI 3006
CB 3005
MH 3001 FES 3000
DI 3012
18" ADS HP
24
"
A
D
S
H
P
24
"
A
D
S
H
P
24"
A
D
S
H
P
30" ADS HP
30"
A
D
S
H
P
30" ADS HP
30
"
A
D
S
H
P
36" ADS HP
36" ADS HP
15" ADS HP
15" ADS HP
VARIABLE
WIDTH PRDE
20' PRDE
192021222324252627
27
PARKING LOT E
SEE DETAIL SHEET C4.6
PARKING LOT F
SEE DETAIL SHEET C4.7
PARKING LOT G
SEE DETAIL SHEET C4.7
PARKING LOT H
SEE DETAIL SHEET C4.7
PARKING LOT I
SEE DETAIL SHEET C4.7
PARKING LOT K
SEE DETAIL SHEET C4.7
PARKING LOT J
SEE DETAIL SHEET C4.7
PARKING LOT L
SEE DETAIL SHEET C4.8
PARKING LOT M
SEE DETAIL SHEET
PARKING LOT N
SEE DETAIL SHEET C4.8
MATCHLINE C4.1
MATCHLINE C4.2
MATCHLINE C4.1
MATCHLINE C4.3
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NA
D
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3
SCALE 1"=50'
100'50'0
SITE BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
TW PROPOSED TOP OF WALL250.25
PROPOSED PAD GRADE
BW PROPOSED BOTTOM OF WALL250.25
PAD
250.25
PROPOSED CATCH BASIN
PROPOSED DRAINAGE INLET
PROPOSED FLARED END SECTION
PROPOSED RCP STORM PIPE
PROPOSED ADS HP STORM PIPE
PUBLIC DRAINAGE EASEMENT"PDE"
PRIVATE DRAINAGE EASEMENT"PRDE"
SWL PROPOSED SWALE CENTERLINE250.25
TWW PROPOSED TOP OF WING WALL250.25
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2
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2
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2
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LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
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D
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D
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LOD
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LO
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L
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LOD
L
O
D
LO
D
LOD
LO
D
L
O
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L
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LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
L
O
D
L
O
D
LO
D
LOD
163
147
162
146
178
161
145
177
160
144
176
159
143
175
158
142
174
157
173
156
172
155
171
154
170
153
169
152
168
151
167
150
165
149
164
148
251
234
250
233
249
248
231
247
246
245
252
244
235
243
242
257
241
256
239
255
238
254
237
253
236
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
OS #9
197
189
181
196
188
180
195
187
179
OS #11
229
OS #7
OS #8
OS #5
OS #10
232
230
228
240
166
SCM 1
SCM 3
SCM 5
BLUE SHO
R
E
S
D
R
I
V
E
50' R/W (P
R
I
V
A
T
E
)
BAYVIEW
S
T
R
E
E
T
50' R/W (P
R
I
V
A
T
E
)
AQ
U
A
M
A
R
I
N
E
W
A
Y
5
0
'
R
/
W
(
P
R
I
V
A
T
E
)
35'20'20'35'
35'
90
'
20'
20'
90
'
20'
20'
90
'
20'
10'10'
90
'
20'
20'
90
'
35'
35'
90
'
20'
20'
20'20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
90
'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
32'2'
34'
21'
20'
34'
7'
34'
90
'
35'
32
'
58
'
35'
90
'
10'10'
20'
90
'
20'
20'
35'
90
'
35'
15'
90
'
40'
65
'
39'
20'
90
'
20'
20'
90
'
20'
20'
90
'
10'10'
35'
90
'
35'
10
8
'
97
'
92
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
44'
105'
132'
22
'
96'
20
'
21
'
92'
20
'
19
'
1'
90'
20
'
34
'
90'
34
'
34
'
90'34
'
90'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
34
'
25'
65'
34
'
90
'
35'
90
'
35'
90
'
20'
10'10'20'
90
'
20'
35'
35'
90
'
40'
90
'
15'39'
65
'
20'
90
'
20'
20'
90
'
20'
25'
90
'
35'
10'
35
'
90'
7'
29
'
84'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
35
'
90'
35
'
90'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
88'
9'
26
'
90'
35
'
90'
35
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
25'
65'
35
'
90'
35
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
65'
25'
35
'
65'
39'
15
'
90'
40
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
10
'
10
'
35
'
90'
35
'
35
'
90'
35
'
90'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
18
'
18
'
88'32
'
3'
15
'
39'
65'
40
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
35
'
35
'
90'
35
'
90'
35
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
17
'
18
'
35
'
91'
20'
20'
34'
90
'
34'
90
'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
34'
90
'
34'
34'
90
'
34'
90
'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
34'
90
'
34'
34'
90
'
34'
90
'
20'
90
'
20'
15'5'
90
'
20'
20'
93
'
20'
36'
10
5
'
34'
INV=17.54
72" CMP
18
"
R
C
P
INV=21.98
INV=22.43
INV=19.55
INV=20.21
INV=23.98
INV=23.97
INV=24.90
INV=24.90
18
"
R
C
P
18
"
R
C
P
INV=23.62
INV=22.63
INV=22.63
INV=22.25
INV=22.38
INV=22.64
18
"
R
C
P
18
"
R
C
P
18
"
R
C
P
18" RCP
12
"
R
C
P
1
8
"
R
C
P
15
"
R
C
P
INV=21.25
INV=20.99
18
"
C
M
P
DI
RIM=25.94
IN(N)=22.39
IN(S)=22.04
OUT=21.99
DI
RIM=24.48
IN(N)=22.73
IN(W)=22.58
OUT=22.4812" RCP 6"
P
V
C
INV=22.36
END UKNOWN
END UKNOWN
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
W
W
W
W
W
W
W
W
W
W
W
W
W
OH
P
OH
P
OH
P
OH
P
O
H
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
P
O
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
D
.
B
.
4
7
7
,
P
G
.
1
7
8
PO
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
D.B
.
4
7
7
,
P
G
.
1
7
8
WETLANDS
WETLANDS
WETLANDS
28
28
28
282
8
2
6
28
27
2
6
26
27
26
26 26
25
2324
1819
19
27
19
25
27
2
9
29
29
3
0
30
2
9
28
27
26
26
26
2
5
27
2
8
29
29
2
7
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8'
'
W
8'
'
W
8''
W
8''
W
8'
'
W
8''
W
8'
'
W
8'
'
W
8'
'
W
8''
W
8'
'
W
8'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
S
S
S
S
S
S
S
S
S
S
S
S
A
N
S
A
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S
A
N
S
A
N
SA
N
SA
N
8'
'
W
8''
W
8'
'
W
8'
'
W
8'
'
W
8''
W
8''W
8''W
8''W
FM
FM
FM
FM
FM
FM
FM
F
M
F
M
FM
FM
S
INV=17.54
72" CMP
18
"
R
C
P
INV=21.98
INV=22.43
INV=19.55
INV=20.21
INV=23.98
INV=23.97
INV=24.90
INV=24.90
18
"
R
C
P
18
"
R
C
P
INV=23.62
INV=22.63
INV=22.63
INV=22.25
INV=22.38
INV=22.64
18
"
R
C
P
18
"
R
C
P
18
"
R
C
P
18" RCP
12
"
R
C
P
1
8
"
R
C
P
15
"
R
C
P
INV=21.25
INV=20.99
18
"
C
M
P
DI
RIM=25.94
IN(N)=22.39
IN(S)=22.04
OUT=21.99
DI
RIM=24.48
IN(N)=22.73
IN(W)=22.58
OUT=22.4812" RCP 6"
P
V
C
INV=22.36
END UKNOWN
END UKNOWN
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
W
W
W
W
W
W
W
W
W
W
W
W
W
OH
P
OH
P
OH
P
OH
P
O
H
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
P
O
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
D
.
B
.
4
7
7
,
P
G
.
1
7
8
PO
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
D.B
.
4
7
7
,
P
G
.
1
7
8
WETLANDS
WETLANDS
WETLANDS
15" ADS HP
18
"
A
D
S
H
P
30" ADS HP
36" ADS H
P
15" ADS HP
15" ADS H
P
15" ADS HP
2
4
"
A
D
S
H
P
15" ADS HP
18" ADS
H
P
18" A
D
S
H
P
15" ADS HP 15" ADS HP
15" ADS HP
15" ADS
H
P
18" ADS HP
18
"
A
D
S
H
P
24
"
A
D
S
H
P
3
0
"
A
D
S
H
P
36" ADS HP
36" ADS HP
4
2
"
A
D
S
H
P
15" ADS HP
15" ADS HP
15" ADS HP
18" ADS HP
15" ADS HP
15" ADS HP
15" ADS HP
15
"
A
D
S
H
P
18" ADS HP
24" ADS HP
24" ADS HP
36" ADS HP
15" ADS HP
48
"
A
D
S
H
P
48" ADS HP
15" O-RING RCP
15" O-RING RCP
15" O-RING RCP
PPES 200
PPES 201
18" CLASS
III RCP
24'Lx12'Wx18"D VDP
D50 = 8"
18'Lx9'Wx18"D VDP
D50 = 8"
18'Lx9'Wx18"D VDP
12'Lx6'Wx18"D VDP
D50 = 8"
21'Lx11'Wx18"D VDP
D50 = 8"
5'Lx4'Wx12"D VDP
D50 = 4"
5'Lx4'Wx12"D VDP
D50 = 4"
5'Lx4'Wx12"D VDP
D50 = 4"5'Lx4'Wx12"D VDP
D50 = 4"SCM 1 FOREBAY WEIR ELEV = 22.00'
SCM 1 FOREBAY DAM = 23.00'
SCM 3A FOREBAY WEIR ELEV = 23.50'
SCM 3A FOREBAY DAM = 24.50'
SCM 3B FOREBAY WEIR ELEV = 23.50'
SCM 3B FOREBAY DAM = 24.50'
SCM 5 FOREBAY
WEIR ELEV = 21.00'
SCM 5 FOREBAY
DAM ELEV = 22.00'
SCM 5 RISER
SCM 5 FES
SCM 2 FES
SCM 3 RISER
SCM 3 FES
MH 1001
FES 1000
EQUALIZER MH 2
DI 3206
GTI 3202
CB 3201
GTI 3204
CB 3203
CB 3205
FES 3200
GTI 3106
CB 3105
GTI 3109 GTI 3108
CB 3104
CB 3107
CB 3110
CB 3102
GTI 5021
GTI 5020
CB 5018
CB 5022
CB 5019
MH 5006
CB 5011
CB 5017
CB 5016
CB 5005DI 5010
CB 5004
CB 5013
CB 5002
CB 5001
GTI 5003CB 5015
DI 5014
DI 5012
FES 5000
PAD
29.25'
PAD
29.25'
PAD
29.25'
PAD
29.25'
PAD
29.25'
PAD
29.25'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.65'
PAD
28.65'
PAD
28.65'
PAD
29.35'
PAD
29.35'
PAD
29.35'
PAD
29.35'
PAD
29.35'
PAD
30.10'
PAD
30.10'
PAD
30.10'
PAD
29.50'
PAD
28.75'
PAD
28.75'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
29.00'
PAD
29.25'
PAD
29.25'
PAD
29.75'
PAD
29.75'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
28.50'
PAD
28.50'
PAD
28.50'
PAD
29.50'
PAD
29.25'
PAD
29.25'
PAD
28.75'
PAD
27.00'
PAD
27.00'
PAD
27.00'
PAD
26.00'
PAD
26.00'
PAD
26.00'
PAD
26.00'
PAD
26.75'
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
28.55'
PAD
28.55'
PAD
28.55'
PAD
28.55'
PAD
27.75'
PAD
27.75'PAD
27.75'
PAD
29.50'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
28.50'
PAD
28.50'
PAD
26.20'
PAD
26.20'
PAD
26.20'
PAD
26.20'
PAD
26.20'
PAD
26.50'
PAD
26.50'
PAD
27.00'
PAD
27.00'
PAD
27.00'
PAD
28.75'
PAD
28.75'
PAD
28.75'
PAD
29.25'
PAD
29.25'
PAD
29.25'
PAD
28.25'
PAD
28.25'
PAD
27.50'
PAD
27.50'
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
28.25'
PAD
26.50'
PAD
26.50'
VARIABLE WIDTH PRDE
20' PRDE
20' PRDE
VARIABLE WIDTH PRDE
20' PRDE
20' PRDE
50' NAG C350 EMERGENCY
SPILLWAY ELEV = 25.00'
50' NAG C350 EMERGENCY
SPILLWAY ELEV = 24.30'
50' NAG C350 EMERGENCY
SPILLWAY ELEV = 26.20'30' PRDE
VARIABLE WIDTH
PRIVATE DRAINAGE AND SCM
MAINTENANCE EASEMENT
179
177
178
SCM 3 3" WATER QUALITY ORIFICE
(2x) 12"Hx24"W SECONDARY ORIFICES
SCM 5 2" WATER QUALITY ORIFICE
(2x) 12"Hx30"W SECONDARY ORIFICES
6"Hx36"W RECTANGULAR NOTCH
6"Hx36"W RECT. NOTCH
SWL
28.85'
SWL
28.35'
SWL
29.05'
SWL
29.80'
SWL
28.70'
SWL
26.75'
SWL
26.81'
SWL
26.59'
SWL
25.90'
SWL
25.57'
SWL
26.34'
SWL
26.65'
SWL
26.50'SWL
28.98'
SWL
25.91'
SWL
26.82'
SWL
27.96'
SWL
28.79'
SWL
28.04'
SWL
28.29'
SWL
28.72'
SWL
27.76'
SWL
28.33'
SWL
27.30'
SWL
27.95'
SWL
26.94'
SWL
28.23'SWL
27.41'
SWL
27.63'
SWL
27.95'
SWL
27.65'
SWL
28.25'
SWL
27.90'
SEE PROFILE
ON SHEET C9.3
B
L
U
E
C
L
A
Y
R
O
A
D
-
S
.
R
.
1
3
1
8
6
0
'
P
U
B
L
I
C
R
/
W
EX EP
25.38' (±)
EX EP
26.00' (±)
EX EP
25.63' (±)
EP
25.71'
EP
25.62'
EP
25.62'
EP
25.68'
EP
25.29'
CL
25.84'CL
25.89'
GTI 5009
CB 5008
GTI 5007
PARKING LOT K
SEE DETAIL SHEET C4.7
PARKING LOT J
SEE DETAIL SHEET C4.7
PARKING LOT L
SEE DETAIL SHEET C4.8
PARKING LOT M
SEE DETAIL SHEET C4.8
PARKING LOT N
SEE DETAIL SHEET C4.8
PARKING LOT P
SEE DETAIL SHEET C4.8
PARKING LOT O
SEE DETAIL SHEET C4.8
MATCHLINE C4.1
MATCHLINE C4.3
MA
T
C
H
L
I
N
E
C
4
.
2
MA
T
C
H
L
I
N
E
C
4
.
3
P
H
A
S
E
2
P
H
A
S
E
1
PHASE 2
PHASE 1
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
A
C
H
I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
a
n
d
s
h
a
l
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63677
331
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331
PR
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11
/
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6
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2
0
2
4
6/26/2024
DE
T
A
I
L
E
D
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A
D
I
N
G
P
L
A
N
-
S
H
E
E
T
3
O
F
3
C4.3
1" = 50'
NA
D
8
3
SCALE 1"=50'
100'50'0
SITE BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
TW PROPOSED TOP OF WALL250.25
PROPOSED PAD GRADE
BW PROPOSED BOTTOM OF WALL250.25
PAD
250.25
PROPOSED CATCH BASIN
PROPOSED DRAINAGE INLET
PROPOSED FLARED END SECTION
PROPOSED RCP STORM PIPE
PROPOSED ADS HP STORM PIPE
PUBLIC DRAINAGE EASEMENT"PDE"
PRIVATE DRAINAGE EASEMENT"PRDE"
SWL PROPOSED SWALE CENTERLINE250.25
TWW PROPOSED TOP OF WING WALL250.25
COVE LANDING LANE
50' R/W (PRIVATE)
SA
N
8''W
8''W
8''W
8''W
8''W
8''W
8''W8''W
8''W
8'
'
W
8''W
8''W
8''W
8''
W
8''W
8''W
28
27
27
2
4
FL
26.77'
TC
27.15'
TC
27.30'
BC
26.80'
PVMT
26.85'
TC
27.40'
TC
27.59'
TC
27.74'
TC
28.04'
TC
27.79'
TC
27.71'
BC
27.21'
TC
27.60'
FL
27.22'
PVMT
27.31'
TC
27.60'
FL
27.23'
PVMT
27.31'
PVMT
26.98'
FL
26.96'
BC
27.26'
TC
27.76'
TC
27.86'
TC
28.05'
PVMT
27.38'
FL
27.36'
TC
28.16'
PVMT
27.74'
FL
27.73'
TC
28.57'
TC
28.35'
TC
28.16'
TC
28.06'
BC
27.56'
TC
27.90'
FL
27.52'
PVMT
27.61'
PVMT
27.58'
FL
27.50'
TC
27.87'
TC
27.98'
BC
27.48'
TC
28.04'
TC
28.29'
PVMT
27.20'
FL
27.18'
TC
27.96'
TC
27.74'
TC
27.55'
TC
27.45'
BC
26.95'
TC
27.27'
FL
26.90'
PVMT
26.92'
TC
27.16'
FL
26.78'
PVMT
26.80'
TC
27.31'
BC
26.81'TC
27.40'TC
27.58'SWK
27.66'
SWK
27.72'
TC
27.64'
PVMT
27.17'
TC
27.72'
SWK
27.26'
TC
27.76'
TC-BC
27.18'
TC-BC
27.20'
SWK
27.28'
TC
27.78'
TC
27.82'
SWK
27.82'TC
27.74'
PVMT
27.25'
TC
27.84'SWK
27.91'
SWK
27.92'
SWK
27.97'
SWK
27.67'
TC
27.72'
TC
27.62'
SWK
27.60'
TC
27.59'
TC
27.51'BC
27.01'
TC
27.39'FL
27.01'
PVMT
27.10'
SWK
28.08'
SWK
28.02'
SWK
28.17'
TC
28.09'
SWK
28.09'TC
28.02'
TC
28.19'
SWK
28.27'
SWK
28.26'
SWK
28.31'
TC
28.00'
TC
27.90'
BC
27.40'
TC
27.73'
FL
27.36'
PVMT
27.44'
SWK
28.39'
TC
28.39'
TC
28.31'
TC-BC
27.85'
SWK
27.93'SWK
27.96'
TC-BC
27.88'
TC
28.43'
TC
28.51'
SWK
28.51'
TC
28.60'
SWK
28.67'
SWK
28.73'
SWK
28.68'
SWK
28.54'
TC
28.49'
TC
28.40'
SWK
28.45'
TC
28.38'
TC
28.10'
FL
27.72'
PVMT
27.81'
TC
28.28'
BC
27.78'
SWK
27.61'
SWK
27.60'
TC
27.53'
PVMT
27.31'
FL
27.23'
TC
27.60'
TC
27.71'
BC
27.21'
TC
27.60'
TC
27.58'TC
27.47'
SWK
27.55'
SWK
27.60'
SWK
27.56'
TC
27.46'SWK
27.54'
TC
27.54'
TC-BC
26.84'
SWK
26.92'
TC-BC
26.79'
SWK
26.87'
TC
27.21'
SWK
27.29'
TC
27.29'
TC
27.37'
TC
27.07'SWK
27.15'
TC
27.42'
TC
27.01'
SWK
27.09'
SWK
27.61'
SWK
27.69'
SWK
27.89'
SWK
27.74'
TC
27.25'TC
27.47'
BC
26.97'
TC
27.47'
FL
27.10'
PVMT
27.12'
TC
28.43'TC
28.46'
-5.75%-6.87%
PVMT
27.84'
PVMT
27.57'
PVMT
27.66'
PVMT
27.94'
-1
.
6
0
%
-1
.
6
7
%
-0.51%
PVMT
27.00'
PVMT
26.73'
PVMT
26.90'
PVMT
27.14'
-1.73%
-
0
.
7
7
%
-1.49%
-1.60%
-
5
.
2
5
%
-
5
.
2
5
%
-1.60%
-
7
.
7
5
%
-
7
.
7
5
%
-1.60%
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-1
.
6
0
%
-1
.
6
0
%
-1
.
6
0
%
-1.60
%
-5
.
7
5
%
-5
.
7
5
%
-1.60
%
-1.60
%
-6
.
7
5
%
-6
.
7
5
%
-1.82
%
-1.66
%
-0
.
3
3
%
PVMT
26.94'
PVMT
26.89'
-1.50%
-
1
.
5
2
%
-
1
.
5
0
%
-0.04%
-1
.
7
4
%
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-1.50%
-1
.
5
0
%
-1
.
5
1
%
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-1.50%
-1
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5
0
%
-1.50
%
0.8
2
%
-1
.
5
2
%
-1.50
%
-1.59
%
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
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63677
331
J. WALL
331
PR
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11
/
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6
/
2
0
2
4
6/26/2024
PARKING LOT A
DE
T
A
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L
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D
P
A
R
K
I
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C4.5
1" = 10'
8''W
SANSANSANSANSAN
27
BC
26.88'
FL
26.84'BC
27.24'
FL
27.25'
TC
28.03'
TC
27.63'
PVMT
27.34'
TC
27.74'
TC
27.81'
TC
27.67'
TC
27.48'
TC
27.38'
TC
27.21'
PVMT
26.92'
ROAD D
50' R/W
CB 2004
CB 2003
DI 2010
S
S
SANSANSANSANSAN
BC
26.12'
TC
26.62'
TC
26.47'
FL
26.09'
PVMT
26.17'
TC
26.72'
TC
27.07'
TC
26.74'
SWK
26.76'
SWK
26.69'
TC
26.81'
TC
26.90'
SWK
26.97'
SWK
26.85'
SWK
26.92'
SWK
27.29'
TC
27.29'SWK
26.82'
TC
27.32'SWK
27.39'
TC
27.39'
SWK
26.85'
TC
27.35'
TC
27.21'
TC-BC
26.75'TC-BC
26.77'
TC
27.31'PVMT
26.78'PVMT
26.70'
PVMT
26.41'
PVMT
26.48'
SWK
27.44'
SWK
27.30'
SWK
27.22'
TC
27.22'
TC
27.15'
TC
27.31'
SWK
27.38'
SWK
27.39'
BC
26.57'
TC
26.96'
FL
26.58'
PVMT
26.66'
-1
.
4
4
%
1.00%
0.99%
-1
.
5
0
%
-1
.
6
0
%
-5.62%
-5.88%
-1
.
4
0
%
-1
.
6
0
%
-6.60%
-6.75%-
1
.
5
0
%
-1.45%
-1.50%
-1
.
5
0
%
-1
.
6
8
%
-1
.
7
4
%
-0.38%
20'20'20'35'
90'
8''
W
8''
W
8''
W
8''
W
8''W
8''
W
8''
W
8''
W
S SAN SAN SAN SAN
27
SWK
27.32'
SWK
27.22'
TC
27.10'
FL
26.73'
PVMT
26.81'
SWK
27.24'
SWK
27.27'
SWK
27.15'SWK
27.22'
TC
27.06'
SWK
27.13'
FL
26.69'
PVMT
26.71'
PVMT
26.59'
FL
26.57'
TC
26.94'
SWK
27.02'
SWK
27.03'
SWK
27.10'
SWK
27.18'
SWK
27.11'
SWK
27.45'
SWK
27.51'
TC
27.44'
TC
27.37'
TC
27.53'
SWK
27.60'
SWK
27.61'
SWK
27.65'
TC
26.62'
TC
27.12'
PVMT
26.57'
FL
26.55'
TC
26.92'
TC
27.35'PVMT
26.92'
PVMT
27.04'
PVMT
27.36'
PVMT
27.21'
TC
27.74'
SWK
27.82'
TC
27.82'
TC-BC
27.30'
SWK
27.38'
TC
27.88'
TC-BC
27.35'
SWK
27.42'
TC
27.92'
TC
27.91'
SWK
27.99'
TC
27.99'
SWK
28.01'
TC
27.94'
SWK
28.01'
SWK
28.06'
TC
27.82'
SWK
27.90'
SWK
27.81'
TC
27.72'
TC
27.69'
PVMT
27.20'
FL
27.18'
TC
27.51'
TC
27.34'
TC
27.52'
-1
.
7
1
%
-1.46%
-1.50%
-1.50%
-1.50%
-1
.
5
0
%
-1
.
3
9
%
-1.50%
-1.49%
-1
.
5
8
%
-1
.
6
0
%
-1
.
5
0
%
-1.40%
-1.50%
-1
.
8
0
%
-5.50%
-5.50%-7.13%
-7.00%
-1
.
7
1
%
-1
.
9
1
%
-0.67%
-1
.
5
0
%
X X X X X
SAN SAN SAN SAN
28
SWK
28.24'
SWK
28.17'TC
28.22'
BC
27.60'
TC
28.09'FL
27.47'
TC
27.85'
TC
28.29'
TC
28.38'
SWK
28.46'
SWK
28.46'SWK
28.51'
TC
28.56'
SWK
28.64'
TC
28.64'
TC-BC
28.11'
SWK
28.19'
TC
28.69'
TC-BC
28.14'
SWK
28.22'
TC
28.72'
TC
28.77'
SWK
28.77'
TC
28.69'
TC
28.76'
SWK
28.84'SWK
28.89'
SWK
28.83'
SWK
28.66'
SWK
28.58'TC
28.54'
TC
28.64'
PVMT
28.15'
PVMT
27.86'PVMT
27.75'
PVMT
28.04'
PVMT
27.96'
FL
27.87'
TC
28.25'
BC
27.94'
TC
28.44'
PVMT
27.56'
-1
.
5
0
%
-0.32%
-1.25%
-1
.
5
0
%
-1
.
4
4
%
-6.88%
-6.83%
-1
.
5
4
%
-5.63%
-5.62%
-1
.
5
4
%
-1
.
5
0
%
-1.46%
-0.97%
-1
.
5
0
%
-1
.
7
6
%
-0.69%
-1
.
6
8
%
PARKING LOT C
PARKING LOT D
PARKING LOT E
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
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C
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P
T
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s
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p
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T
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L
I
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S
E
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-
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6
5
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r
BL
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T
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NE
W
H
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V
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R
C
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T
Y
,
N
O
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T
H
C
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R
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63677
331
J. WALL
331
PR
O
G
R
E
S
S
D
R
A
W
I
N
G
S
-
N
O
T
F
O
R
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T
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T
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A
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V
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A
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V
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W
C
O
M
M
E
N
T
S
11
/
0
6
/
2
0
2
4
6/26/2024
PARKING LOT B
DE
T
A
I
L
E
D
P
A
R
K
I
N
G
L
O
T
S
P
O
T
S
H
O
T
P
L
A
N
-
S
H
E
E
T
2
O
F
4
C4.6
1" = 10'
S
A
N
S
A
N
SA
N
SA
N
S
A
N
S
A
N
8'
'
W
8'
'
W
F
M
F
M
F
M
F
M
F
M
F
M
S
28
PVMT
27.96'
TC
28.26'
FL
27.88'
TC
28.38'
BC
27.88'
SWK
28.51'
SWK
28.60'
TC
28.59'
TC
28.49'
TC
28.46'
SWK
28.76'
TC
28.71'
SWK
28.79'
SWK
28.83'
SWK
28.69'
TC
28.62'
SWK
29.05'
SWK
28.90'
SWK
28.55'TC
28.48'
TC
28.41'
TC
28.49'
SWK
28.49'
TC-BC
27.89'
TC
28.47'
SWK
27.97'
TC-BC
27.87'
TC
28.45'
SWK
27.95'
TC
28.34'
TC
28.42'
SWK
28.42'
SWK
28.41'
TC
28.33'
SWK
28.37'
SWK
28.45'
SWK
28.23'
TC
28.24'
SWK
28.23'
SWK
28.15'
TC
28.17'
PVMT
27.92'PVMT
27.65'
PVMT
27.86'
PVMT
27.60'
TC
28.06'
BC
27.56'
TC
27.90'
FL
27.53'
PVMT
27.61'
-1.91%
-
0
.
3
5
%
-
1
.
0
0
%
-1.50%
-1.50%
-1.50%
-1.60%
-
6
.
5
0
%
-
6
.
5
0
%
-1.60%
-1.60%
-
5
.
8
7
%
-5
.
8
7
%
-
0
.
8
7
%
-
0
.
2
9
%
-1.50%
-1.54%
-1.62%
-
0
.
2
8
%
36'
8''W
8''W
8''W
8''W
8''W
S
SAN
SAN
SAN
SAN
SAN
28
PVMT
27.25'
FL
27.17'
TC
27.54'
BC
27.21'
TC
27.71'TC
27.81'
TC
27.83'
SWK
27.88'
SWK
27.80'
TC
27.90'
TC
28.00'SWK
27.97'
SWK
28.08'
SWK
28.03'
SWK
28.34'
TC
28.26'
PVMT
27.46'
SWK
28.68'
TC
28.55'
SWK
28.63'
SWK
28.62'
SWK
28.51'
TC
28.44'
SWK
28.44'
TC
28.35'
TC
28.33'
TC
28.27'
BC
27.77'
TC
28.16'
FL
27.78'
PVMT
27.87'
FL
27.44'
-1.5
0
%
-
1
.
5
0
%
-1.5
0
%
-
1
.
5
0
%
-
1
.
5
0
%
-1
.
5
1
%
-0.56%
-0.57%
-
1
.
5
0
%
86'
8''
W
S
S
A
N
28
SWK
28.44'
SWK
28.36'TC
28.47'
TC
28.40'
TC
28.37'
BC
27.77'
TC
28.27'
PVMT
27.81'
FL
27.73'
TC
28.10'
TC
28.56'
SWK
28.52'
SWK
28.64'
SWK
28.58'
FL
28.23'
PVMT
28.25'
TC
29.03'
SWK
29.11'
SWK
29.12'
TC
29.12'
TC
29.04'
PVMT
28.52'
PVMT
28.25'PVMT
28.34'
PVMT
28.63'
TC-BC
28.59'
SWK
28.67'
TC
29.17'
TC-BC
28.62'
SWK
28.70'
TC
29.20'
TC
29.17'
SWK
29.25'
TC
29.25'
TC
29.19'
SWK
29.27'
SWK
29.24'
SWK
29.31'
SWK
29.15'
SWK
29.07'TC
28.99'
TC
29.08'
TC
28.97'
PVMT
28.50'
FL
28.42'
TC
28.80'
TC
28.41'
BC
28.91'
-1
.
5
0
%
-0.7
1
%
-0.7
6
%
-1
.
5
0
%
-1
.
6
0
%
-5.63%
-5.63%
-1
.
6
0
%
-6.87%
-6.87%
-1
.
6
0
%
-1.02%
-1.50%
-
1
.
7
4
%
-1
.
6
3
%
-
1
.
7
3
%
-0.54%
90'
SAN
SAN
FM
FM
FM
FM
28
PVMT
27.66'
FL
27.58'
TC
27.95'
BC
27.64'
TC
28.14'
SWK
28.20'TC
28.25'
TC
28.23'
SWK
28.29'
TC
28.34'
SWK
28.40'
SWK
28.48'
TC
28.45'
SWK
28.53'
SWK
29.08'
SWK
28.89'
TC
28.84'
SWK
29.03'
TC
28.95'SWK
29.00'
SWK
28.80'
TC
28.75'
BC
28.20'
TC
28.70'
PVMT
28.31'
FL
28.23'
TC
28.61'
-1
.
7
4
%
-1.00%
-1.00%
-
1
.
5
0
%
-
1
.
5
0
%
1.01%
1.00%
-1
.
7
4
%
20'
20'
88'
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
SAN
SAN
SAN
SAN
FM
FM
FM
FM
FM
28
PVMT
28.00'
FL
27.92'
TC
28.29'TC
28.41'
BC
27.91'
SWK
28.65'
TC
28.57'
SWK
28.77'
SWK
28.81'
SWK
28.56'
TC
28.48'
TC
28.69'
SWK
28.76'
TC
28.47'
TC
28.49'
SWK
28.58'
TC
28.58'
TC-BC
27.95'
TC
28.54'
SWK
28.04'
TC-BC
27.92'
TC
28.51'
SWK
28.01'
TC
28.46'
SWK
28.47'
TC
28.38'
TC
28.37'
SWK
28.45'
TC
28.18'
TC
28.08'
BC
27.58'
TC
27.92'
FL
27.54'
PVMT
27.56'
PVMT
27.96'
PVMT
27.87'
PVMT
27.61'
PVMT
27.69'
-1
.
6
0
%
-5.75%
-5.75%-6.75%
-6.75%
-
1
.
8
0
%
-1
.
5
8
%
-0.44%
-1
.
5
0
%
-
1
.
5
1
%
-1.40%
-1.50%
-
1
.
7
9
%
90
'
25'
S
A
N
S
A
N
S
A
N
S
A
N
8''
W
8'
'
W
8'
'
W
8'
'
W
8''
W
8'
'
W
8'
'
W
8'
'
W
PVMT
27.17'
FL
27.10'
TC
27.47'
BC
27.13'
TC
27.63'
TC
27.73'TC
27.91'
TC
28.19'
TC
27.97'
PVMT
27.49'
FL
27.41'
TC
27.79'
BC
27.40'
TC
27.90'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
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O
R
C
O
N
V
E
Y
A
N
C
E
RE
V
I
S
I
O
N
S
P
E
R
T
R
C
P
L
A
N
R
E
V
I
E
W
C
O
M
M
E
N
T
S
11
/
0
6
/
2
0
2
4
6/26/2024
PARKING LOT F
PARKING LOT G PARKING LOT H
PARKING LOT I
PARKING LOT J PARKING LOT K
DE
T
A
I
L
E
D
P
A
R
K
I
N
G
L
O
T
S
P
O
T
S
H
O
T
P
L
A
N
-
S
H
E
E
T
3
O
F
4
C4.7
1" = 10'
AQUAMARINE
W
A
Y
50' R/W (PRIV
A
T
E
)
25'
S
A
N
S
A
N
S
A
N
S
A
N
SWK
28.80'
TC
28.85'
TC
28.94'
SWK
29.01'
SWK
28.96'
SWK
28.73'
TC
28.78'
SWK
28.89'
TC
28.64'
BC
28.14'
TC
28.47'FL
28.09'
PVMT
28.18'
TC
28.76'
TC
29.38'
SWK
29.46'
TC
29.16'
TC
29.11'
BC
28.61'
TC
29.00'
FL
28.62'
PVMT
28.55'
-1.50%
-
1
.
0
0
%
-
1
.
0
0
%
-1.38%
-1.50%
90
'
25'
S
SWK
27.99'
TC
28.04'
SWK
28.23'
SWK
28.18'
SWK
27.89'
TC
27.94'
TC
28.16'
SWK
28.11'
TC
27.71'
FL
27.34'
PVMT
27.42'
TC
27.83'
BC
27.33'
TC
27.88'
SWK
27.96'
TC
27.70'
TC
27.91'
TC
27.60'
BC
27.10'
TC
27.45'
FL
27.07'
PVMT
27.09'
-1.43%
-1
.
0
1
%
-1
.
0
0
%
-1.92%
-1.50%
BLUE SH
O
R
E
S
D
R
I
V
E
50' R/W (
P
R
I
V
A
T
E
)
35'
S
SAN
SAN
SAN
SAN
SAN
8''W
PVMT
27.16'
FL
27.07'
TC
27.45'
TC
27.62'
BC
27.12'
TC
27.78'
SWK
28.01'
TC
27.98'
SWK
28.06'
SWK
27.93'
SWK
27.82'
SWK
27.74'
TC
27.87'
SWK
28.19'
TC
28.11'
PVMT
27.33'
FL
27.31'
TC
27.97'
SWK
28.04'
SWK
28.00'
SWK
27.73'
TC
27.78'
SWK
27.81'
TC
27.86'
SWK
27.92'
TC
27.45'
FL
27.08'PVMT
27.16'
TC
27.63'
BC
27.13'
TC
27.75'
TC
27.76'
-
1
.
5
0
%
-1.00
%
-1.00
%
-
1
.
7
1
%
-
1
.
5
0
%
-1
.
5
0
%
-1.00%
-1.00%
-1
.
6
9
%
TC
28.15'
SWK
28.23'
PVMT
27.37'
FL
27.35'
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
FM26
PVMT
25.25'
FL
25.17'
TC
25.54'
BC
25.22'
TC
25.72'
TC
25.84'
SWK
25.82'
SWK
25.90'
TC
26.02'
SWK
26.09'
TC
26.04'
SWK
26.11'
TC
26.11'
TC-BC
25.61'
SWK
25.68'
TC
26.18'
TC-BC
25.65'
SWK
25.72'
TC
26.22'
TC
26.22'
SWK
26.29'
TC
26.29'
PVMT
25.74'
PVMT
25.48'
PVMT
25.34'
PVMT
25.60'
SWK
26.56'
TC
26.49'
SWK
26.93'
SWK
27.26'
SWK
26.89'
TC
26.82'
TC
26.84'
SWK
26.91'
SWK
26.87'
SWK
26.95'
BC
26.07'
TC
26.57'TC
26.47'
FL
26.10'
PVMT
26.18'
-
1
.
5
0
%
-1
.
4
0
%
-5.37%
-5.38%
-7.12%
-7.13%
-1
.
4
0
%
-1
.
5
0
%
-
1
.
5
0
%
-
1
.
5
0
%
-
1
.
5
0
%
-1
.
5
0
%
-1
.
5
6
%
-0.78%
-
1
.
5
1
%
8''
W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
S
SAN
P
N
2
2
PVMT
26.26'
FL
26.18'
TC
26.55'
BC
26.23'
TC
26.73'
TC
26.86'
TC
27.08'
TC
27.57'
TC
27.35'
TC
27.30'
BC
26.80'
TC
27.20'
FL
27.00'
PVMT
26.82'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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63677
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PR
O
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R
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S
S
D
R
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W
I
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S
-
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F
O
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C
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M
M
E
N
T
S
11
/
0
6
/
2
0
2
4
6/26/2024
PARKING LOT L PARKING LOT M
PARKING LOT N
PARKING LOT O
PARKING LOT P
DE
T
A
I
L
E
D
P
A
R
K
I
N
G
L
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P
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4
O
F
4
C4.8
1" = 10'
SCM 1
SCM 2
SCM 3
SCM 3
SCM 4
SCM 5
BLUE BAY ROAD
50' R/W (PRIVATE)
BL
U
E
B
A
Y
R
O
A
D
50
'
R
/
W
(
P
R
I
V
A
T
E
)
BLUE LAGOON RUN
50' R/W (PRIVATE)
HARBOR MIST LANE
50' R/W (PRIVATE)
SA
N
D
Y
S
H
O
R
E
S
P
L
A
C
E
50
'
R
/
W
(
P
R
I
V
A
T
E
)
BAYVIEW ST
R
E
E
T
50' R/W (PRIVA
T
E
)
BLUE SHORE
S
D
R
I
V
E
50' R/W (PRIV
A
T
E
)
BAYVIEW ST
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T
50' R/W (PRIVA
T
E
)
AQ
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M
A
R
I
N
E
W
A
Y
50
'
R
/
W
(
P
R
I
V
A
T
E
)
COVE LANDING LANE50' R/W (PRIVATE)
1'3'
31'
93
'
34'
99
'
20'
91
'
20'
20'
90
'
20'
20'
91
'
20'
34'
89
'
14'21'
35
'
94'35
'
91'
12
'
9'20
'
90'
20
'20
'
90'
35
'35
'
94'
35
'96'
35
'91'
20
'
20
'
90'
20
'
20
'
91'
35'
35
'96'
35'
90
'
35'
93
'
20'
91
'
20'
20'
93
'
20'
20'
97
'
20'
47'53
'
27
'
43'8'
35'
99
'
38'
85
'
20'
10
1
'
20'
20'
99
'
20'
35'
85
'
38'35'
9
6
'
35'
91
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20'
90
'20'
20'
90
'34'2'
35'
9
6
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10
0
'
35'
91
'
20'
20'
90
'
20'
20'
91
'
36'
35'
10
0
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35
'90'35
'
90'
20
'
20
'90'
20
'
20
'90'
20
'
20
'90'
20
'
20
'90'
35
'
35
'
90'
35
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'
90'
20
'
20
'90'
20
'
20
'90'
20
'
20
'90'
20
'
20
'90'
35
'
35
'
90'
35
'
90'35
'90'
20
'90'20
'
20
'90'20
'
35
'
90'35
'
35'
94'
35'
90'20'
20'
90'20'
20'
91'20'
20'
93'35'
31'19'
81
'
23'28
'
98'35
'
85'
20
'94'20
'
20
'92'20
'
65
'
39'14'
90
'
39'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
94'35
'
94'
20
'93'
20
'
20
'92'
20
'
35
'
85'
48
'
44'
21'35
'
15
'
85'20
'
20
'
9'
11
'
85'20
'
20
'
87'20
'
36
'93'35
'
36
'
91'35
'
98'
20
'
90'
20
'
20
'
90'
20
'
20
'
91'
20
'
3
6
'
98'35
'
3
6
'
92'
3
5
'
99'8'1
2
'
90'
2
0
'
20
'
91'
20
'
36'
99'
3
5
'
35
'
90'35
'
91'
20
'
90'20
'
20
'
90'20
'
20
'
90'20
'
20
'
90'20
'
30
'
5'91'35
'
35
'
90'35
'
91'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
1'
19
'
90'
20
'
30
'
5'91'35
'
65
'
39'
14'
90
'
39'
90
'
20'
20'
90
'
20'
20'
90
'
20'
20'18'16'
91
'
34'
36'
92
'
34'
10
3
'
20'
90
'
20'
20'
90
'
20'
20'
9
2
'
20'
36'
10
3
'
34'
37
'
92'35
'
103'
20
'
90'
20
'
20
'
90'
20
'
20
'
92'
20
'
2
7
'
25'
76'35
'
107'41'
86'35
'
112'
21
'
20
'
20
'
114'
20
'
20
'
112'
2
0
'
20
'
107'2
1
'
35
'
86'4
1
'
90'35
'
90'35
'
90'
20
'
20
'
90'
20
'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'35
'
2
6
'
94'
34'
80'
23'
20'
91'
20'
20'
90'
20'
20'
92'
20'
35'
90'
17'20'
34
'
90'34
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
3'
31
'
34
'
90'
24'10'
34'
20'
20'
20'
14'6'
34'
34'
35'
90
'
35'
90
'
20'
20'
90
'
20'
20'
90
'
20'
10'10'
90
'
20'
20'
90
'
35'
35'
90
'
34'
34'
20'
20'
20'
20'20'
20'
34'
34'34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
90
'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
32'2'
34'
21'
20'
34'
7'
34'
90
'
35'32
'
58
'
35'
90
'
10'10'
20'
90
'
20'
20'35'
90
'
35'
15'
90
'
40'
65
'
39'
20'
90
'
20'
20'
90
'
20'
20'
90
'
10'10'
35'
90
'
35'
10
8
'
97
'
92
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
89
'
87
'
83
'
44'
105'34
'
132'
22
'
96'
20
'
21
'
92'
20
'
19
'
1'90'
20
'
34
'
90'34
'
34
'
90'34
'
90'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
34
'
25'65'34
'
90
'
35'
90
'
35'
90
'
20'
10'10'20'
90
'
20'35'
35'
90
'
40'
90
'
15'39'
65
'
20'
90
'
20'
20'
90
'
20'
25'
90
'
35'
10'35
'
90'
7'
29
'
84'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
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90'
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90'
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88'9'
26
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35
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65'39'
15
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20
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90'
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18
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18
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88'32
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3'
15
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39'65'
40
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90'
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90'
17
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30
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34'
90
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90
'
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90
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90
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90
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34'
90
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90
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90
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90
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34'
90
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34'
90
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90
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85'
INV=25.78
INV=25.72
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MATCHLINE C5.2
MATCHLINE C5.1
MATCHLINE C5.3
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JOB NO.
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C10.0
1" = 200'
NA
D
8
3
0
SCALE 1"=200'
400'200'
1.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING
AND SILT FENCING HAS BEEN INSTALLED AND APPROVED.
2.NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE
PROJECT BOUNDARY SHOWN ON THE PLANS UNLESS OTHERWISE NOTED.
3.PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE
PROJECT.
4.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE
INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS.
TREE REMOVAL NOTES
TREE PROTECTION DETAIL NOT TO SCALE
TREE PROTECTION DETAIL NOT TO SCALE
TREE LEGEND
TREE TO BE REMOVEDX
TREE TO BE RETAINED
X
XX
X
X
87
86
73
72
71
70
69
68
67
66
92
91
90
89
88
1
17
52
82
2
18
53
83
3
19
54
84
4
20
55
85
5
21
56
6
22
57
723
58
8
16
24
51
59
81
9
25
60
10
26
61
11
27
78
12
28
77
13
29
76
14
30
75
15
50
80
62
63
64
65
OS #2
AMENITY AREA
(DESIGN UNDER SEPARATE COVER)
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
OS #11
45
46
474849
79
74
6
7
4
10
9
5
16
7
5
8
SCM 1
SCM 2
SCM 5
BLUE BAY ROAD
50' R/W (PRIVATE)
BLUE LAGOON RUN
50' R/W (PRIVATE)
HARBOR MIST LANE
50' R/W (PRIVATE)
SA
N
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Y
S
H
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S
P
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E
50
'
R
/
W
(
P
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)
COVE LANDING LANE
50' R/W (PRIVATE)
1'3'
31'
93
'
34'
99
'
20'
91
'
20'
20'
90
'
20'
20'
91
'
20'
34'
89
'
14'21'
35
'
94'
35
'
91'
12
'
9'
20
'
90'
20
'
20
'
90'
35
'
35
'
94'
35
'
96'
35
'
91'
20
'
20
'
90'
20
'
20
'
91'
35
'
35
'
96'
35'
90
'
35'
93
'
20'
91
'
20'
20'
93
'
20'
20'
97
'
20'
47'
53
'
27
'
43'8'
35'
99
'
38'
85
'
20'
10
1
'
20'
20'
99
'
20'
35'
85
'
38'
35'
9
6
'
35'
91'
20'
20'
90
'
20'
20'
9
0
'
34'
2'
35'
96
'
36'
10
0
'
35'
91
'
20'
20'
90
'
20'
20'
91
'
36'
35'
10
0
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35
'
90'
35
'
90'
20
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'
90'
20
'20
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20
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20
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'
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35
'35
'
90'
35
'
90'
35
'
90'
20
'20
'
90'
20
'20
'
90'
20
'20
'
90'
20
'20
'
90'
35
'35
'
90'
35
'
90'
35
'
90'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
35'
94'
35'
90'
20'
20'
90'
20'
20'
91'
20'
20'
93'
35'
31'
19'
81
'
23'
28
'
98'
35
'
85'
20
'
94'
20
'
20
'
92'
20
'
65
'
39'
14'
90
'
39'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
94'
35
'
94'
20
'
93'
20
'
20
'
92'
20
'
35
'
85'
48
'
44'
21'
3
5
'
15
'
85'
20
'
20
'
9'
11
'
85'
20'
20
'
87'
20
'
36
'
93'
35
'
36
'
91'
35
'
98'
20
'
90'
20
'
20
'
90'
20
'
20
'
91'
20
'
3
6
'
98'35
'
3
6
'
92'
35
'
99'8'
1
2
'
90'
2
0
'
2
0
'
91'
2
0
'
36'
99'
3
5
'
35
'
90'
35
'
91'
34'
90
'
34'
30
'
5'90'
35
'
35
'
20
'
93'
20
'
20
'
91'
20
'
89'
35
'
23
'
12
'
83'
35
'
83'
20
'
83'
20
'
20
'
83'
20
'
20
'
83'
20
'
20
'
83'
20
'
35
'
84'
35
'
35
'
85'
36
'
93'
20
'
20
'
94'
20
'
20
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94'
20
'
20
'
93'
35
'
36
'
85'
18" RCP
INV=23.73
INV=22.86
INV=17.54
72" CMP
INV=19.55
INV=20.21
1
5
"
R
C
P
INV=21.25
INV=20.99
1
8
"
C
M
P
1
2
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R
C
P
INV=22.74
INV=23.23
INV=23.39
1
8
"
R
C
P
1
5
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R
C
P
INV=24.26
INV=24.75
INV=23.99
INV=24.17
15
"
R
C
P
DI
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
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1
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C
P
18
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R
C
P
DI
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IN(N)=21.88
OUT=21.68
DI
RIM=25.21
IN(N)=22.86
OUT=22.75
YI
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IN(W)=15.19
OUT=15.15
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MATCHLINE C5.1
MATCHLINE C5.2
MATCHLINE C5.1
MATCHLINE C5.3
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100'50'0
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PROPERTY LINE
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PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
AMENITY AREA
OPEN SPACE
TREE LEGEND
TREE TO BE REMOVED*
TREE TO BE RETAINED
X ###
*NOTE: SEE SHEET C10.7 FOR TREE DATA
CORRESPONDING TO DISPLAYED POINT
NUMBER
X
X
XX
X
X
X
X
147
119
103
146
118
102
145
117
101
160
144
116
100
159
143
115
99
158
142
114
98
157
141
113
97
156
140
112
96
155
139
111
95
154
138
110
94
153
137
109
93
152
136
108
92
151
123
107
91
150
122
106
90
149
121
105
148
120
104
251
234
83
250
233
84
249
85
248
231
247
263
246
261
245
260
252
244
235
259
243
258
242
257
241
256
239
255
238
254
237
253
236
126
130
125
OS #4
124
135
134
129
133
128
132
127
131
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
193
200201
202
198
197
196
195
OS #11
OS #3
262
229
OS #7
OS #8
OS #5
232
230
228
240
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6
6
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91
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92
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103'
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20
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35
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21
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34'
34'
34'
34'
90
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20'
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20'
20'
20'
34'
34'
34'
34'
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20'
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34'
34'
34'
90
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35'
15'
90
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40'
65
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SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
AMENITY AREA
OPEN SPACE
TREE LEGEND
TREE TO BE REMOVED*
TREE TO BE RETAINED
X ###
*NOTE: SEE SHEET C10.7 FOR TREE DATA
CORRESPONDING TO DISPLAYED POINT
NUMBER
163
147
162
146
178
161
145
177
160
144
176
159
143
175
158
142
174
157
173
156
172
155
171
154
170
153
169
152
168
151
167
150
165
149
164
148
251
234
250
233
249
248
231
247
246
245
252
244
235
243
242
257
241
256
239
255
238
254
237
253
236
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
OS #9
197
189
181
196
188
180
195
187
179
OS #11
229
OS #7
OS #8
OS #5
OS #10
232
230
228
240
166
10
6
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6
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6
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SCM 1
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90
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20'
90
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10'10'
90
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20'
20'
90
'
35'
35'
90
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20'
20'20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
90
'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
20'
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20'
20'
20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
32'2'
34'
21'
20'
34'
7'
34'
90
'
35'
32
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20'
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35'
90
'
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15'
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65
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90
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35'
90
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65
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INV=17.54
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18
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SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
AMENITY AREA
OPEN SPACE
TREE LEGEND
TREE TO BE REMOVED*
TREE TO BE RETAINED
X ###
*NOTE: SEE SHEET C10.7 FOR TREE DATA
CORRESPONDING TO DISPLAYED POINT
NUMBER
145
144
143142141
20'20'20'
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20'20'20'
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PROPOSED LOT LINE
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TREE LEGEND
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PROPERTY LINE
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X ###
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NUMBER
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PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
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CENTER OF CREEK
AMENITY AREA
OPEN SPACE
TREE LEGEND
TREE TO BE REMOVED*
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X ###
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3
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5
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12
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62
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32
38
31
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OS #1
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35
41
34
40
126
130
125
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135
134
129
133
128 132
127
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213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
OS #9
197
189
181
196
188
180
195
187
179
OS #11
OS #3
262
229
OS #7
OS #8
OS #5
OS #10
4546474849
232 230 228
240
166
79
74
SCM 1
SCM 2
SCM 3
SCM 3
SCM 4
SCM 5
BLUE BAY ROAD
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HARBOR MIST LANE
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COVE LANDING LANE
50' R/W (PRIVATE)
MATCHLINE C11.1
MATCHLINE C11.2
MATCHLINE C11.1
MATCHLINE C11.3
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SCALE 1"=100'
200'100'
LEGEND
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C11.0
1" = 100'
SOUTHERN LIVE OAK
PLANTING LEGEND
MUSKOGEE CRAPEMYRTLE
SYM COMMON NAME SIZE/COND QTY
CANOPY TREES
UNDERSTORY TREES
B&B
B&B 15
96
REMARKS
2" CALIPER
8' HEIGHT
BOTANICAL NAME
QUERCUS VIRGINIANA
LAGERSTROEMIA X 'MUSKOGEE'
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
RETAINED EXISTING TREE
PERIMETER LANDSCAPING
LANDSCAPE ISLAND
SHRUBS
CHINESE HOLLY 30 GALLON 3764' HEIGHTILEX CORNUTA*
*NOTE - PER NEW HANOVER COUNTY TREE AND LANDSCAPING MANUAL, ILEX CORNUTA TO HAVE MAXIMUM SPACING OF
12.7' TO ACHIEVE 100% OPACITY TRANSITIONAL BUFFER.
NOTE: SITE LIGHTING SHOWN IS CONCEPTUAL.
COORDINATE WITH DUKE ENERGY FOR EXACT
LOCATIONS AND DETAILS.
8''W8''W8''W8''W
S S
S
S
S
S
S
S
S
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S
S
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8''W
8''W
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8''W
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8''W
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INV=25.78
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18
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WETLANDS
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73
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17
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82
2
18
53
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3
19
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4
20
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5
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9
25
60
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26
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27
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12
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13
29
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14
30
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50
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62
63
64
65
OS #2
AMENITY AREA
(DESIGN UNDER SEPARATE COVER)
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
OS #11
45
46
47
4849
79
74
SCM 1
SCM 2
SCM 5
BLUE BAY ROAD
50' R/W (PRIVATE)
BLUE LAGOON RUN
50' R/W (PRIVATE)
HARBOR MIST LANE
50' R/W (PRIVATE)
SA
N
D
Y
S
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50
'
R
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(
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COVE LANDING LANE
50' R/W (PRIVATE)
1'3'
31'
93
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34'
99
'
20'
91
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20'
20'
90
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20'
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91
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34'
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35
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20
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2
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3
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1
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20
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93'
35
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36
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85'
MATCHLINE C11.1
MATCHLINE C11.2
MATCHLINE C11.1
MATCHLINE C11.3
P
H
A
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2
P
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A
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1
PHA
S
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2
PHA
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1
RETAINED EXISTING TREE (TYP.)
SEE C10.0 FOR TREE MITIGATION DETAILS
RETAINED EXISTING TREE (TYP.)
SEE C10.0 FOR TREE MITIGATION DETAILS
MUSKOGEE CRAPEMYRTLE (TYP.)
MUSKOGEE CRAPEMYRTLE (TYP.)
SOUTHERN LIVE OAK (TYP.)
SOUTHERN LIVE OAK (TYP.)
JOB NO.
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SCALE
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MUSKOGEE CRAPEMYRTLE (TYP.)
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7
7
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4
7
7
,
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7
8
WETLANDS
WETLANDS
WETLANDS
163
147
162
146
178
161
145
177
160
144
176
159
143
175
158
142
174
157
173
156
172
155
171
154
170
153
169
152
168
151
167
150
165
149
164
148
251
234
250
233
249
248
231
247
246
245
252
244
235
243
242
257
241
256
239
255
238
254
237
253
236
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
OS #9
197
189
181
196
188
180
195
187
179
OS #11
229
OS #7
OS #8
OS #5
OS #10
232
230
228
240
166
SCM 1
SCM 3
SCM 5
BLUE SHO
R
E
S
D
R
I
V
E
50' R/W (P
R
I
V
A
T
E
)
BAYVIEW
S
T
R
E
E
T
50' R/W (P
R
I
V
A
T
E
)
AQ
U
A
M
A
R
I
N
E
W
A
Y
5
0
'
R
/
W
(
P
R
I
V
A
T
E
)
35'20'20'35'
35'
90
'
20'
20'
90
'
20'
20'
90
'
20'
10'10'
90
'
20'
20'
90
'
35'
35'
90
'
20'
20'
20'20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
90
'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
34'
34'
20'
20'
20'
20'
20'
20'
34'
34'
32'2'
34'
21'
20'
34'
7'
34'
90
'
35'
32
'
58
'
35'
90
'
10'10'
20'
90
'
20'
20'
35'
90
'
35'
15'
90
'
40'
65
'
39'
20'
90
'
20'
20'
90
'
20'
20'
90
'
10'10'
35'
90
'
35'
10
8
'
97
'
92
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
90
'
44'
105'
132'
22
'
96'
20
'
21
'
92'
20
'
19
'
1'
90'
20
'
34
'
90'
34
'
34
'
90'34
'
90'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
34
'
25'
65'
34
'
90
'
35'
90
'
35'
90
'
20'
10'10'20'
90
'
20'
35'
35'
90
'
40'
90
'
15'39'
65
'
20'
90
'
20'
20'
90
'
20'
25'
90
'
35'
10'
35
'
90'
7'
29
'
84'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
35
'
90'
35
'
90'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
88'
9'
26
'
90'
35
'
90'
35
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
90'
35
'
25'
65'
35
'
90'
35
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
35
'
65'
25'
35
'
65'
39'
15
'
90'
40
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
10
'
10
'
35
'
90'
35
'
35
'
90'
35
'
90'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
18
'
18
'
88'32
'
3'
15
'
39'
65'
40
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
35
'
35
'
90'
35
'
90'
35
'
90'
20
'
20
'
90'
20
'
20
'
90'
20
'
20
'
90'
17
'
18
'
35
'
91'
20'
20'
34'
90
'
34'
90
'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
34'
90
'
34'
34'
90
'
34'
90
'
20'
90
'
20'
20'
90
'
20'
20'
90
'
20'
34'
90
'
34'
34'
90
'
34'
90
'
20'
90
'
20'
15'5'
90
'
20'
20'
93
'
20'
36'
10
5
'
34'
MATCHLINE C11.1
MATCHLINE C11.3
MA
T
C
H
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E
C1
1
.
2
MA
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C1
1
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3
P
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2
P
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A
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PHA
S
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2
PHA
S
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1
RETAINED EXISTING TREE (TYP.)
SEE C10.0 FOR TREE MITIGATION DETAILS
SOUTHERN LIVE OAK (TYP.)
MUSKOGEE CRAPEMYRTLE (TYP.)
RETAINED EXISTING TREE (TYP.)
SEE C10.0 FOR TREE MITIGATION DETAILS
MUSKOGEE CRAPEMYRTLE (TYP.)
SOUTHERN LIVE OAK (TYP.)
CHINESE HOLLY (TYP.)
20' TYPE A OPAQUE
TRANSITIONAL BUFFER
JOB NO.
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SCALE
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3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
RETAINED EXISTING TREE
PERIMETER LANDSCAPING
LANDSCAPE ISLAND
SOUTHERN LIVE OAK
PLANTING LEGEND
MUSKOGEE CRAPEMYRTLE
SYM COMMON NAME SIZE/COND
CANOPY TREES
UNDERSTORY TREES
B&B
B&B
REMARKS
2" CALIPER
8' HEIGHT
BOTANICAL NAME
QUERCUS VIRGINIANA
LAGERSTROEMIA X 'MUSKOGEE'
SHRUBS
CHINESE HOLLY 30 GALLON 6' HEIGHTILEX CORNUTA
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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S
3 EVERGREEN TREE - STAKING SPECIFIED
NOT TO SCALE
NOTE: STAKE EVERGREENS 6' OR
TALLER, ON SLOPES, WITH LARGE
CROWNS, OR IF LOCATED ON
WINDY SITES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT
STAKE UNLESS NECESSARY (SEE
NOTE). DO NOT WRAP TRUNK
SET ROOTBALL FLUSH TO GRADE
OR 1-2" HIGHER IN SLOWLY
DRAINING SOILS. DO NOT COVER
THE TOP OF THE ROOTBALL WITH
SOIL. ROOTFLARE SHALL BE
VISIBLE ABOVE FINISHED GRADE.
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF PLANTING
HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
PRUNE CODOMINATE LEADERS
RUBBER HOSE
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
2"X2" HARDWOOD STAKE
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN 18" OUT
FROM TRUNK AND OUTSIDE OF ROOTBALL
IF FIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP 13 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
1" COMPOST LAYER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
4" X 18" PERFORATED CORRUGATED
PLASTIC PIPE; CAP FLUSH
WITH MULCH
2-3" MULCH LAYER, MULCH TO EDGE
OF DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
6" SAUCER
3 X ROOTBALL
DIAMETER
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
2 DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
PLAN VIEW
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS-BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP 13 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
4" x 18" PERFORATED CORRUGATED
PLASTIC PIPE; CAP FLUSH WITH MULCH
1" COMPOST LAYER
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
3-2"x2" HARDWOOD STAKES
12 GAUGE GALVANIZED WIRE
ROOT BALL
3 X ROOTBALL
DIAMETER
B&B CONTAINER
REMOVE ALL STRING, WIRE, AND
BURLAP FROM TOP 13 OF BALL
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
INSTALL SHRUBS SO THAT THE
TOP OF THE ROOTBALL IS AT
THE SAME GRADE AS
ORIGINALLY GROWN OR 1-2"
ABOVE IN POOR DRAINING
SOILS. DO NOT COVER THE TOP
OF THE ROOTBALL WITH SOIL 2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
6" SAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
BACKFILL PLANTING PIT WITH
NATIVE SOIL. INCORPORATE
SLOW-RELEASE GRANULAR
FERTILIZER
SCARIFY BOTTOM AND SIDES
OF PIT
1 SHRUB DETAIL
NOT TO SCALE
GENERAL NOTES
PRE-CONSTRUCTION
·CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES
SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF
CONFLICTS.
·VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY
AND SHALL BE VERIFIED PRIOR TO BIDDING.
·PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS
AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR
NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE
ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
·PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS
CONSTRUCTION/INSTALLATION
·LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR
UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD
FOR NURSERY STOCK"
·LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF
TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME.
·INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL
NOT INTERFERE WITH SIGHT DISTANCES.
·CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION
AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE.
INSPECTIONS/GUARANTEE
·UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR
WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS
RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
·ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST
DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE
OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE
NOT THE RESPONSIBILITY OF THE CONTRACTOR
·PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN
REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY.
·REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
PLAN VIEW
ROOT BALL
3- 2" x 2" HARDWOOD STAKES
12 GAUGE GALVANIZED WIRE
12 GAUGE GALVANIZED WIRE
ALLOW FOR SLIGHT MOVEMENT
SET ROOTBALL FLUSH TO GRADE OR
1-2" HIGHER IN SLOWLY DRAINING
SOILS. DO NOT COVER THE TOP OF
THE ROOTBALL WITH SOIL.
ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
TAMP SOIL AROUND ROOTBALL BASE
FIRMLY WITH FOOT PRESSURE SO
THAT ROOTBALL DOES NOT SHIFT
IF FIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP 13 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
6" SAUCER
1" COMPOST LAYER
BIORETENTION SOIL MIX
2-3" MULCH LAYER TO EDGE OF
DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
PRUNE BROKEN BRANCHES
REMOVE TAGS, LABELS AND
PLASTIC SLEEVING DO NOT
WRAP TRUNK
DO NOT PRUNE TERMINAL LEADER
OR BRANCH TIPS
NEW 1/2" RUBBER HOSE
3 2x2 HARDWOOD STAKES,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A
MIN. 18" OUT FROM TRUNK
AND OUTSIDE OF ROOTBALL
3 X ROOTBALL
DIAMETER
4 MULTI-STEM TREE PLANTING
NOT TO SCALE
MAINTENANCE
1.THE RESPONSIBILITY FOR MAINTENANCE OF REQUIRED LANDSCAPING SHALL REMAIN WITH THE OWNER OF THE PROPERTY,
HIS OR HER SUCCESSORS, HEIRS, ASSIGNEES OR ANY CONSENTING GRANTEE. MAINTENANCE IS REQUIRED IN ORDER TO
ENSURE THE PROPER FUNCTIONING OF THE PLANTINGS AS A LANDSCAPED AREA, WHICH REDUCES OR ELIMINATES NUISANCE
AND/OR CONFLICT.
2.ALL PLANTINGS SHALL BE MAINTAINED IN AN ATTRACTIVE AND HEALTHY CONDITION. MAINTENANCE SHALL INCLUDE, BUT NOT
BE LIMITED TO, WATERING, MULCHING, FERTILIZING AND PEST MANAGEMENT, MOWING, WEEDING, REMOVAL OF LITTER AND
DEAD PLANT MATERIAL, AND NECESSARY PRUNING AND TRIMMING.
3.NECESSARY PRUNING AND TRIMMING SHALL BE IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS FOR TREE CARE
OPERATIONS: TREE SHRUB AND OTHER WOODY PLANT MAINTENANCE - STANDARDS PRACTICES (PRUNING), AND SHALL NOT
BE INTERPRETED TO INCLUDE TOPPING OF TREES THROUGH REMOVAL OF CROWN MATERIAL OR THE CENTRAL LEADER, OR
ANY OTHER SIMILARLY SEVERE PROCEDURES SUCH AS LOLLIPOPPING OR MEATBALLING THAT CAUSE IRREPARABLE HARM TO
THE NATURAL FORM OF THE TREE, EXCEPT WHERE SUCH PROCEDURES ARE NECESSARY TO MAINTAIN PUBLIC OVERHEAD
UTILITIES. ANY SUCH ACTIVITY SHALL BE A VIOLATION OF THESE ZONING REGULATIONS.
4.DEAD OR DISEASED PLANTINGS SHALL BE REMOVED. UNLESS SPECIFICALLY EXEMPTED (SUCH AS UNDERSTORY TREES
SHADED BY CANOPY TREES), REPLACEMENT PLANTINGS SHALL BE PROVIDED FOR ANY REQUIRED PLANTS WHICH DIE OR ARE
REMOVED FOR ANY REASON AND SHALL MEET ALL MINIMUM STANDARDS AND CONFORM TO THESE REGULATIONS.
5.NATURAL WATERCOURSES WITHIN A LANDSCAPED AREA SHALL BE MAINTAINED IN A NATURAL CONDITION CONSISTENT WITH
ANY APPLICABLE REGULATIONS.
6.A WATER SOURCE SHALL BE SUPPLIED WITHIN 100 FEET OF ANY PLANTING REQUIRING CONTINUING WATERING. WHERE
NON-NATIVE OR NON-DROUGHT TOLERANT NATIVE VEGETATION IS INCORPORATED, AN IRRIGATION SYSTEM SHALL BE
REQUIRED.
7.LANDSCAPE STRUCTURAL FEATURES SUCH AS WALLS, FENCES, BERMS OR WATER FEATURES SHALL BE MAINTAINED IN A
STRUCTURALLY SAFE AND ATTRACTIVE CONDITION.
8.WHERE OTHER USES, INCLUDING PEDESTRIAN, BIKE OR OTHER TRAILS, ARE ALLOWED WITHIN A LANDSCAPED AREA, THESE
USES SHALL BE MAINTAINED TO PROVIDE FOR THEIR SAFE USE.
9.FAILURE TO MAINTAIN. IN THE EVENT THAT ANY OWNER OF A LANDSCAPE AREA FAILS TO MAINTAIN SAME ACCORDING TO THE
STANDARDS OF THESE REGULATIONS, THESE REGULATIONS SHALL BE ENFORCEABLE BY THE TOWN WITH THE RIGHT TO
RECOVER THE COST OF ENFORCEMENT, INCLUDING REASONABLE ATTORNEY FEES. THE TOWN MAY ALSO, FOLLOWING
REASONABLE NOTICE AND A DEMAND THAT DEFICIENCY OF MAINTENANCE BE CORRECTED, ENTER THE LANDSCAPE AREA TO
MAINTAIN SAME. THE COST OF SUCH MAINTENANCE SHALL BE CHARGED TO THOSE PERSONS HAVING THE PRIMARY
RESPONSIBILITY FOR MAINTENANCE OF THE LANDSCAPE AREA.
10.HARDSHIP RELIEF. THE LANDSCAPING REQUIREMENTS MAY BE MODIFIED BY THE ADMINISTRATOR UPON A FINDING THAT A
MODIFICATION WOULD BE CONSISTENT WITH THE PURPOSE AND INTENT OF THIS ARTICLE, WITH ANY ADOPTED LAND USE
PLANS, THAT SUCH MODIFICATION WOULD NOT ADVERSELY AFFECT THE LAND USE COMPATIBILITY OR PUBLIC INTEREST, AND
COMPLIES WITH ONE OR MORE OF THE FOLLOWING CRITERIA: (1) THE AFFECTED AREA ADJOINS AN EXISTING UTILITY OR
DRAINAGE EASEMENT OF AT LEAST 100 FEET IN WIDTH; (2) THE AFFECTED AREA IS BETWEEN USES THAT ARE TO BE
DEVELOPED UNDER A COMMON DEVELOPMENT PLAN OR SERIES OF DEVELOPMENT PLANS; OR (3) THE AFFECTED AREA
ADJOINS A PROPERTY THAT HAS A JOINT USE AGREEMENT WITH THE PARCEL UNDER SITE PLAN
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
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C12.0
FFE = DETERMINED BY OTHERS DRIVEWAY
MIN SLOPE = 2%
MAX SLOPE = 6%
REAR YARD
MAX SLOPE = 5%
SIDE YARD SWALE
START ELEV = 0.3' MIN. BELOW BUILDING PAD
TYP SLOPE = 0.5%
M
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3
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TYPICAL LOT CROSS SECTION
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5'-0"
Transition Transition
5'-0"
Flow Line
2'
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2'
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ROLL FACE CURB TRANSITION TO 30" VERTICAL CURB AND GUTTER
6"
3'-0"
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NCDOT STD. DETAIL 840.03
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3'-0"
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STOP
7'-0"
3'-0"
2'-6"
2'-6"
ROAD SIGN DETAILS
NOT TO SCALE
POST- GALVANIZED
U CHANNEL WEIGHT =
2 LBS/FOOT
R1-1
NOT TO SCALE
ADA PARKING STRIPING DETAIL
5'-0"
4" WIDE WHITE
PAINT STRIPING
(TYP.)
4" WIDE WHITE
PAINT STRIPING
(TYP.)
5'-0"
5'
-
0
"
THIS SIDE TOWARD DRIVE AISLE
BLUE PAINT
BACKGROUND
(TYP.)
NOTE:
1.TO BE PAINTED PER AHJ REQUIREMENTS.
12" OF CLASS
A3 CONCRETE
TYPICAL SIDEWALK CROSS SECTION
NOT TO SCALE
PAVEMENT SECTION NOTES:
1.PREPARING, GRADING, SHAPING, AND COMPACTION OF SUBGRADE SOILS SHOULD BE
PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 501 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2018). PREPARING, GRADING, SHAPING,
AND COMPACTION OF AGGREGATE BASE COURSE (CABC) STONE SHOULD BE PERFORMED
IN ACCORDANCE WITH DIVISION 5, SECTION 520 OF THE NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES (2018). PLACEMENT AND COMPACTION OF THE BITUMINOUS
CONCRETE SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 6, SECTION 600 OF
THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (2018). PROPER
SUBGRADE COMPACTION, ADHERENCE TO THE NCDOT SPECIFICATIONS, AND COMPLIANCE
WITH PROJECT PLANS AND SPECIFICATIONS ARE CRITICAL TO THE PERFORMANCE OF THE
CONSTRUCTED PAVEMENT.
2.CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES OF PAVEMENT TO
STABILIZE THE SITE DURGIN CONSTRUCTION AT NO ADDITIONAL COST. CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THE ADEQUATE THICKNESS REQUIRED FOR
INTERMEDIATE PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION TO FACILITATE
INTERMEDIATE PAVING SHALL BE PROVIDED AT NO ADDITIONAL COST.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES TO SUBGRADE,
INSTALLED BASE COURSE AND/OR INTERMEDIATE PAVING PRIOR TO PLACING SUBSEQUENT
PAVEMENT LIFTS AT NO ADDITIONAL COST.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PAVEMENT DURING ALL
PHASES OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL DEFECTS OR
DAMAGE.
CLASS A3 CONCRETE 4.0"
NOTES:
1.JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS.
2.SIDEWALK DEPTH SHALL BE 4" EXCEPT AT DRIVEWAYS WHERE THE DEPTH SHALL
BE 6"
3.SANITARY SEWER CLEANOUTS, WATER METERS, MANHOLES, AND VALVE LIDS TO BE
LOCATED OUTSIDE SIDEWALK.
4.MINIMUM SIDEWALK WIDTH TO BE 5' MINIMUM IF PLACED AT BACK OF CURB.
5.CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAINED WITHIN A
DRIVEWAY APRON) SHALL BE CLASS "A" - 3,000 PSI.
6.MINIMUM REPLACEMENT FOR REPAIRS IS A 5'x5' PANEL.
7.4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS.
8.MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12".
9.MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1.
10.MINIMUM GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST ONE DIRECTION.
MAXIMUM CROSS SLOPE IS 2%. MAX LONGITUDINAL SLOPE IS 5%.
SIDEWALK RAMPS AND DEPRESSED CURB NOTES:
1.ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED
OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES,
TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR
ALTERED FOR ANY REASON AFTER SEPTEMBER 1973 SHALL
PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY
HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND
GUTTER AND SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR
POINTS OF PEDESTRIAN FLOW.
2.ADA ACCESSIBLE ROUTE SHALL HAVE A 5.0% MAXIMUM
LONGITUDINAL SLOPE AND A 2.0% MAXIMUM CROSS SLOPE
(EXCLUDING RAMPS). THE SLOPE OF RAMPS SHALL NOT EXCEED
12:1.
3.THE WIDTH OF THE RAMPS SHALL BE GREATER THAN OR EQUAL
TO 4'.
4.ALL CURB CUTS AT SIDEWALKS SHALL HAVE DETECTABLE
WARNING SURFACE.
5.CLASS "A" CONCRETE WITH THE SURFACE HAVING A ROUGH,
NON-SKID TYPE FINISH SHALL BE USED.
6.1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE
CONCRETE RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
ANCHOR WITH 5/8" REBAR
EMBEDDED 24" IN GROUND
(2 PER WHEEL STOP)
6'-0" LENGTH5"
7-1/2"
PRECAST WHEEL STOP DETAIL
NOT TO SCALE
NOTE: FINISH GRADES SHALL NOT EXCEED
2.08% IN ANY DIRECTION WITHIN HANDICAP
DESIGNATED PARKING SPACES AND
LOADING AREAS.
ACCESSIBLE PARKING DETAIL
NOT TO SCALE
MARK ACCESSIBLE PARKING
AND ACCESS AISLE SPACES
IN ACCORDANCE WITH ICC
A117.1 CHAPTER 5
SECTIONS 502.3 AND 502.4.4.
FLUSH EDGE OF
PAVEMENT
DETECTABLE WARNING
SURFACE
PRECAST WHEEL
STOP (TYP.)
HANDICAP
MARKINGS
PAINTED BLUE
ACCESSIBLE PARKING SIGN
(VAN ACCESSIBLE)
8'9'
JOB NO.
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C12.7
EXISTING GROUND
6" MIN
MIN. 12"
6"
PIPE DIA.
VARIES
PIPE WIDTH +24"
TRENCH BOTTOM
PIPE+
COMPACTED
BACKFILL TO 98%
STD. PROCTOR IF
UNDER PAVEMENT
INITIAL BACKFILL
MATERIAL
CLASS I, II, OR III.
SEE SPECS
SLOPE WALLS TO
ANGLE OF
REPOSE OF SOIL
BEDDING CLASS I, II, OR III MATERIAL FOR
MIN. 4" FOR 24" PIPES AND
MIN. 6" FOR >30" PIPES.
SEE SPECIFICATIONS
COMPACTED
BACKFILL PER
SPECS AND
GEOTECH REPORT
GENERAL NOTES:
1.ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS
OTHERWISE DIRECTED BY THE ENGINEER.
2.THE BEDDING SHALL PROVIDE A FIRM FOUNDATION
OF UNIFORM DENSITY ALONG THE ENTIRE LENGTH
OF PIPE. RECESSES SHALL BE MADE TO
ACCOMMODATE BELLS AND JOINTS.
3.WHERE UNSTABLE SOILS ARE ENCOUNTERED AS
DETERMINED BY GEOTECHNICAL ENGINEER, A
MINIMUM 4- INCH THICK BEDDING OF STONE SHALL
BE PLACED.
4.THE STONE SHALL BE UNIFORMLY GRADED FROM
3/4 INCH TO NO. 4 IN ACCORDANCE WITH ASTM
C-33. CARE SHALL BE TAKEN TO PREVENT
UNDERCUTTING IN SUITABLE SOIL.
5.AREAS UNDERCUT SHALL BE FILLED WITH
SUITABLE SOIL AND COMPACTED TO 95% OF
MAXIMUM DENSITY AT OPTIMUM MOISTURE
CONTENT AS DETERMINED BY ASTM D-1557
STANDARD TEST METHOD.
6.THIS DETAIL IS REPRESENTATIVE, AND PIPE
TRENCH DESIGN IS SUBJECT TO SPECIFIC SOIL
CATEGORY (I, II, III), AND INSTALLATION TYPE (1, 2,
3, 4), AS DIRECTED BY THE ENGINEER AND SITE
CONDITIONS.
JOB NO.
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C12.8
8"
8"
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5.89'
MANHOLE TOP ACCESS
RIM ELEV = 28.75'
DUAL 42" O-RING RCP
INFLOW PIPES. INV. IN
= 22.86'DUAL 42" O-RING RCP
INFLOW PIPES. INV. OUT
= 22.86'
5.50'
JUNCTION BOX 1 DETAIL (SIDE VIEW)
42" O-RING RCP
8"8"
24"
MIN.
24"
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15.67'
MANHOLE TOP ACCESS
RIM ELEV = 28.75'
42" O-RING RCP
42" O-RING RCP42" O-RING RCP
JUNCTION BOX 1 DETAIL (TOP VIEW)
NOT TO SCALE
NOT TO SCALE
8"
8"
8"8"
6.18'
MANHOLE TOP ACCESS
RIM ELEV = 28.75'
DUAL 42" O-RING RCP
INFLOW PIPES. INV. IN
= 22.57'DUAL 42" O-RING RCP
INFLOW PIPES. INV. OUT
= 22.57'
5.50'
JUNCTION BOX 2 DETAIL (SIDE VIEW)
42" O-RING RCP
8"8"
24"
MIN.
24"
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13.50'
MANHOLE TOP ACCESS
RIM ELEV = 28.75'
42" O-RING RCP
42" O-RING RCP42" O-RING RCP
JUNCTION BOX 2 DETAIL (TOP VIEW)
NOT TO SCALE
NOT TO SCALE
8"
8"
8"8"
4.93'
MANHOLE TOP ACCESS
RIM ELEV = 27.75'
DUAL 42" O-RING RCP
INFLOW PIPES. INV. IN
= 22.15'DUAL 42" O-RING RCP
INFLOW PIPES. INV. OUT
= 22.15'
5.50'
JUNCTION BOX 3 DETAIL (SIDE VIEW)
42" O-RING RCP
8"8"
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42" O-RING RCP
42" O-RING RCP42" O-RING RCP
JUNCTION BOX 3 DETAIL (TOP VIEW)
NOT TO SCALE
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JOB NO.
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C12.9
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C12.10